MESAS OFICIALES Y TALLERES
JUEVES 24 DE MAYO • SALA C
IM pei
Dennis Lau & NG Chun Man SHREVE, HARMON & LAMB Dennis Lau & NG Chun Man
Bruce Graham CESAR ANTONIO PELLI
IM pei
Shreve , Lamb & Harmon IM pei
Jacques Herzog and Pierre de Meuron
Jacques Germain Souflot Sir Christopher Wren
John Wood Robert de Cotte Bruce Graham / SOM
Puente Colgante Masonic Temple, Escolta
Crystal Arcade, Escolta San Sebastian Church Philippine Normal School Ambassador Hotel (4-Storey) PSB Building (Picache Building)
Manila Hotel Tomas Mapua Carlos Barretto
Burke Building, Escolta (1910's) Juan Arelleno Roque Ruano Pablo Antonio Daniel Doane Daniel Burnham S. Rowland Harold Keys William Birt 1925 1930 1941 Rufino Tower Chaco Building (Philtrust)
Crystal Arcade (demolish) Department of Health Evangelista House SM Megamall VIP Building Department of Finance Department of Tourism Leyte Capitol Lyric Theatre (demolish)
Manila City Hall Manila Hilton Trader's Hotel (Holiday Inn)
Iglesia ni Cristo Nuestra Señora de Guia Our Lady of Lourdes Church
Baclaran Church (Mother of Perpetual Help) Insular Life Building
Union Church UP Melchor Hall UP Palama Hall World Trade Exchange Department of Foreign Affairs (ADB)
SM Makati
Ateneo de Manila University Ateneo de Manila University
FEU Hospital Mormon Temple Ambassador Hotel
Philippine Women's University Coconut Palace (Tahanang Pilipino)
Corregidor Island Landscaping EDSA Shrine Metrorail Stations (LRT) Moonwalk Church UE Chapel (Recto) Metropolitan Museum Glorietta Greenbelt-3 Heritage Hotel Manila Peninsula Oakwood Towers Prudential Bank Building
Bonifacio Monument Manila Golden Mosque Philippine Heart Center Batasan Pambansa
Don Bosco Chapel Meralco Building Philippine Airlines Building
Sta. Catalina College Sto. Domingo Church Union Church (demolish)
Virra Mall Court of Appeals Metropolitan Theatre
National Museum / Legilative Building Post Office Building
Sariaya Municipal Hall SMS Building Supreme Court
Tayabas Capitol UP Villamor Hall Capitan Pepe Building
Elena Apartments Ever Theatre Manila Jockey Club Philippine Trust Building
Quezon City Hall Quezon Institute Quiapo Church Rizal Theatre (demolish)
Rufino Building San Carlos Seminary
San Lazaro ….. State Theatre UP Administration Bldg
UP Library Ayala Triangle Tower-1
CCP Theatre Citibank Building
Cultural Center of the Philippines Folk Art's Theatre
Hyatt Regency Hotel Makati Stock Exhchange
Malacañang Palace Mandarin Oriental Manila
Manila International Airport Philippine Stock Exchange
UP Chapel Valle Verde Country Club
Makati Medical Center San Miguel Corporation Center
La Fayette 1 & 2 Mehan Garden
National Bureau of Investigation San Juan Municipal Hall
Bel-Air Apartment Conception Theatre (demolish)
FEU Main Building Forum Theatre Galaxy Theatre Ideal Theatre (demolish)
Manila Bulletin Building Manila Polo Club
Forbes Tower Rockwell Center SM Centerpoint SM Fairview SM Southmall Rizal Monument College of St. Benilde
CEU Main Building De La Salle University
Mapua Residence PGH Nurse's Home
U.S.T. Engineering Building (Sun Breaker) JAKA Tower
Robinson Tower /Building Robinson's Galleria Robinson's PCI Tower
Robinson's Place SM Cebu SM City EDSA
Tutuban Mall Twin Towers The World Center World Trade Center
Army Navy Club Manila Hotel Normal School
PGH (Philippine General Hospital) UP Manila
YMCA Arroceros
(PLDT) Ramon Cojuangco Building LKG Tower
Manila Peninsula Prudential Bank Ayala RCBC Plaza (Yuchengco)
Ritz Towers Pacific Plaza Rufino Tower Rufino Building Shangrila Hotel Ayala
Atrium Greenbelt Greenbelt 2 Greenbelt Chapel Oakwood Hotel (now Ascott)
Philamlife Tower BA Lepanto China Bank Building Asian Institute of Management
Citibank Tower
Doña Narcisa De Leon Building New World Hotel (Renaissance) Hotel Nikko Manila Garden (Dusit Hotel)
King's Court II Makati Sports Club
PLDT Dela Rosa Shangrila Grand Tower
RCBC Buendia Metrobank Buendia
Pacific Star The Columns Buendia Development Bank of the Philippines
Le Metropole St. Andrews Church
Amorsolo Square (Amorsolo East West) Coco Bank Makati
Don Bosco Chapel Manila Polo Club Colegio de San Agustin
Galleria De Magallanes Magallanes Church
1322 Roxas Admiral Apartments Cultural Center of the Philippines
CCP Theater
Department of Finance Department of Foreign Affairs ADB
Metropolitan Museum Coconut Palace
PICC
Philippine Plaza (Sofitel)
Manila Film Center/ Film Center of the Philippines Folk Arts Theater / Tanghalang Francisco Balagtas
GSIS Building CCP National Arts Center
PHILCITE Manila Hilton Fort San Antonio De Abad
Nuestra Señora de Guia Magsaysay Center Central Bank of the Philippines Grand Boulevard Hotel (Silahis Int'l)
Holiday Inn (Trader's Hotel) Hyatt Regency Hotel
Museo Pambata (Elks Club Building) Manila Hotel
Monterey Apartment
Boulevard-Alhambra Building now Bel-Air Apartments
Manila Midtown Hotel
Manila International Airport (NAIA 1) Philippine Airlines Bldg
Galaxy Theater Ideal Theater Picache Building
Philippine Trust Building (Plaza Goiti) Quiapo Church PNB Escolta Avenue Theater Casino Español Instituto Cervantes Ambassador Hotel Arguelles Building Paterno Building Sta. Cruz
Army Navy Club Assumption Convent Capitol Theater Ever Theater Galaxy Theater Lyric Theater Ideal Theater GSIS Building Perez- Samanillo Building
Petrona Apartments Captain Luis Gonzaga Building
Captain Pepe Building Cebe Plaza Building
Baclaran Church (Mother of Perpetual Help Church)
Metropolitan Museum Metropolitan Theater
Mehan Garden Museo ng Maynila
Manila City Hall National Library Post Office Building
Planetarium
National Museum (Old Legislative Building) Crystal Arcade
Regina Building
De La Salle University Nurses Home (PGH)
PGH
National Burieau of Investigation Manila Astral Tower
Department of Tourism (agriculture and commerce) Manila Doctors Hospital
Philam Life UN Ave.
Ramon Roces Publications Building FEU Building
FEU Hospital PLDT España Gota De Leche Far East Bank Intramuros
Manila Cathedral Manila Highschool Palacio del Gobernador
Philippine Normal School/ Philippine Normal University
National Press Club San Agustin Church Phoenix Building
Philippine Columbian Clubhouse Manila Railroad Station Tutuban
Ali Mall Araneta Coliseum Ateneo De Manila University
Batasan Pambansa
Benitez Hall ( College of Education) Quezon Hall (UP Admin) Palma Hall (UP Arts and Science)
Bonifacio Monument Central Bank of the Philippines
Philippine Heart Center
Philam Homes QC Iglesia ni Kristo Commonwealth
Quezon City Sports Club Quezon Institute Quezon Memorial Alexandra Condominium Asian Development Bank One Corporate Center
Tiendesita's Robinson's Galleria
Benguet Center Renaissance 1000
Melchor Hall (College of Engineering and Architecture)
Children's Memorial Hospital / Lungsod ng Kabataan Hospital
Renaissance 2000
Development Academy of the Philippnes One San Miguel
San Miguel Building Discovery Suites Our Lady of Lourdes Church
Tektite Towers JMT Tower SM Megamall EDSA Plaza Hotel
EDSA Shrine GT Tower Wack-Wack Twin Towers
Medical City Hospital Meralco Building Loyola Memorial Chapel Metro Rail Transit Stations (MRT)
Mormon Temple Club Filipino One Beverly Place
Bellagio 1 and 2 Essensa Tower
Serendra
Alabang Golf and Country Club Alabang 400
Insular Life Alabang Las Piñas Church Restoration Mary Immculate Parish Church White Cross Orphanage also White Cross
Assumption College Antipolo Corregidor Island
Istana Nurul Iman (Palace of Religious Light) Maya-Maya Resort
Pearl Farm
Negros Occidental Provincial Capitol Valley Golf Club
Imhotep
Itchinus, Callicarates , with Phidias Mnesicles
Polykleitos Acrippa
Apollodorus of Damascus Vespacian and Domitian
James Hoban Thorton, Latrobe, Bulfinch
John Russel Pope Robert Mills Thomas Jefferson Charles Bulfinch James Renwick Richard Upjohn Thomas Jefferson Pierre L'enfant Frank Lloyd Wright Frank Lloyd Wright
Frank Lloyd Wright Frank Lloyd Wright Frank Lloyd Wright Frank Lloyd Wright Frank Lloyd Wright Joseph Strauss
Peirre Lescot
Paul Abadie, Lucien Magne Domencio de Cortona
Richrad Rogers, Renzo Piano Maurice de Sully Charles Garnier Claude Mollet Napoleon I Gustave Eiffel Le Corbusier Le Corbusier
Gottfried Semper with Karl Von Hasenaver Georg Wenzeslaus Von Knobelsdorf
Balthazar Neumann Erich Mendelsohn
Sir Robert Smirke
Inigo Jones William Chambers Sir Christopher Wren
Lord Burlington Sir Charles Barry Charles Rennie Mackintosh
Sir George Goring
Isidoros and Anthemios
Arnolfo di Cambio
Antonio Gaudi Antonio Gaudi Antonio Gaudi Emperor Shah Jahan
Antonio Estavillo
Benigno Fernandez
Genaro Palacios Juan Macias
Fray Marcos Anton
Fray Juan de Albarran Skidmore, Owings, Merill Skidmore, Owings, Merill Kohn Pedersen Fox Recio Casas
HOK
Kohn Pedersen Fox Recio Casas Arquitectonica
Skidmore, Owings, Merill Cesar Pelli & Associates Skidmore, Owings and Merill Skidmore, Owings and Merill Skidmore, Owings and Merill
Shreve Lamb & Harmon
Dennis Lau and Ng Chu Man and Associates I.M. Pei & Partners
NORR Group Consultants
Hellmuth, Obata & Kassabuam/Cy Lee Edward D. Stone &
Skidmore, Owings and Merill K.Y. Cheung Design Dennis Lau and Ng Chu Man
Tom Wright of WS Atkins Plan Architect Co.
William Van Allen Johnson/Burgee Architects
Pei Cobb Freed and Partners Hijjas Kasturi Associates
Peter Ellis, SOM Pei Cobb Freed and Partners Baikdoosan Architects &Engineers
Juan Nakpil
Pablo Antonio
Juan Arellano
Federico Ilustre
Cesar Concio Carlos Arguelles William Parson Fernando Ocampo Daniel Burnham William Parson Arcadio Arellano
Andres Luna de san Pedro
Leandro Locsin
Tomas Arguelles Carlos Baretto Juan Nakpil Pablo Antonio Juan Arellano Federico Ilustre Antonio Toledo
Cesar Concio Carlos Arguelles William Parson Fernando Ocampo Daniel Burnham William Parson Arcadio Arellano Pablo Antonio Gabriel Formoso (GF)
Antonio Herrera Fr. Roque Roano
Rufino Antonio
Jose Ma. Zaragosa
Carlos Santos Viola
Andres Luna de san Pedro
Leandro Locsin
Francisco Manosa
Renato Punzalan ( 1995 UAP design Awardee for Architecture)
Antonio Sidiong Rogelio Villarosa Luis Araneta Ruperto Gaite Tomas Mapua Tomas Arguelles Carlos Baretto Alfredo Luz William Coscolluela Jorge Ramos Jose Zaragosa Fernando Ocampo
(PRS) PIMENTEL, RODRIGUEZ, SIMBULAN & PATNERS
LOCSIN & PARTNERS RECIO + CASAS
GABRIEL FORMOSO & PARTNERS SOM
Palafox Recto
PEI COBB FREED & PARTNERS ROMAN Dalinao
Joseph Ruiz Fr. Diego cera
Salazar
Comporedando & Gonzales dela Madre
restored by Nakpil & zaragosa Macias
Minoro Yamasaki
Hezagon Architects
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
21 The minimum cantilevered slab thickness is : (NSCP 409.6.2) 22
23 24
It is a structural system without complete vertical local carrying space frame. (NSCP 208.20)
Is a component including its attachments having fundamental period less than or equal to 0.06 sec. (NSCP 208.20)
Is a component including its attachments having fundamental period greater than 0.60 sec. (NSCP 208.20)
Concrete filled driven piles of uniform section shall have a nominal outside diameter of not less than (NSCP 307.7.3)
A complete record of test of materials and of concrete shall be available for inspection during the progress of work and _______ years after completion of the project and shall be preserved by the inspecting engineer or architect for that purpose, (NSCP 403.20) The minimum bend diameter for 10mm Ø through 25mm Ø bars (NSCP 407.30)
The minimum bend diameter for 28mm Ø through 36mm Ø bars (NSCP 407.30)
The minimum clear spacing between parallel bars in a layer must be db but not less than? (NSCP 407.7.3)
In spirally reinforced or tied reinforced compression members, clear distance between longitudinal bars shall not be less than? (NSCP 407.7.3)
In walls and slabs other than concrete joist construction, primary flexural reinforcement shall not be spaced farther apart than 3 times wall or slab thickness nor farther than? (NSCP 407.7.5)
Groups of parallel reinforcing bars bundled in contact to act as one unit shall be united to ___ pieces in one bundle. (NSCP 407.7.6.1)
Bars larger than ___mm shall not be bundled in beams: (NSCP 407.7.6.3)
Individual bars within a bundle terminated within the span of flexural members shall terminate at different points with at least ____ stagger: (NSCP 407.7.6.4)
Minimum concrete cover cast against and permanently exposed to earth: (NSCP 407.8.1)
The minimum clear concrete covering for cast in place slab: (NSCP 407.8.1)
In ultimate strength design, the strength reduction factor Ø for flexure without axial loads: (NSCP 409.2.1)
In ultimate strength design, the strength reduction factor Ø for shear and torsion: (NSCP 409.4.2.3)
The minimum one way slab thickness which is simply supported at the ends only is: (NSCP 409.6.2)
The minimum one way slab thickness for a ONE end continuous slab is: (NSCP 409.6.2)
The minimum one way slab thickness for a BOTH ends continuous slab is: (NSCP 409.6.2)
Deep continuous flexural members has overall depth to clear span ratio greater than: (NSCP 410.8.10)
Deep simple span flexural members has overall depth to clear span ratio greater than: (NSCP 307.4.2)
Spacing of shear reinforcement placed perpendicular to axis of non-prestressed member shall not exceed: (NSCP 411.6.4.1)
25 26 27
28 Is a frame in which members and joints are capable of resisting forces primarily by flexure: 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45
Development length Ld for deformed bars in tension shall be less than: (NSCP 412.3.1)
Is an essentially vertical truss system of the concentric or
eccentric type that is provided to resist lateral forces: (NCSP 208.1) Is a horizontal or nearly horizontal system activity to transmit lateral forces to the vertical resisting elements:
In the determination of seismic dead load with a minimum of ________% of floor live load shall be applicable for storage and warehouse occupancies. (NSCP 208.5.1.1)
The slope of cut surfaces shall be no steeper than _______% slope. (NSCP 302.2.2)
Before commencing the excavation work, the person making the excavation shall notify in writing the owner of the adjoining building not less than _____days before such excavation is to be made. (NSCP 302.2.4)
Fill slopes shall not be constructed on natural slopes steeper than ____% slope (NSCP 302.3.1)
The minimum distance that the toe of fill slope made to the site boundary line: (NSCP 302.4.3)
The max. distance that the toe of fill slope made to the site boundary: (NSCP 302.4.3)
In using sand backfill in the annular space around column not embedded in poured footings, the sand shall be thoroughly
compacted by tamping in layers not more than _____mm in depth? (NSCP 305.7.3)
In using a concrete backfill in the annular space around column not embedded in poured footings, the concrete shall have ultimate strength of ____Mpa at 28 days. (NSCP 305.7.3)
When grillage footings of structural steel shapes are used on
soils, they shall be completely embedded in concrete. Concrete cover shall be at least _____mm on the bottom. (NSCP 305.8)
Temporary open air portable bleachers may be supported upon wood sills or steel plates placed directly upon the ground surface, provided soil pressure does not exceed ____Kpa. (NSCP 305.9) The minimum nominal diameter of steel bolts when wood plates or sill shall be bolted to foundation wall in zone 2 seismic area in the Philippines. (NSCP 305.60)
The minimum nominal diameter of steel bolts when wood plates or sill shall be bolted to foundation wall in zone 4 seismic area in the Philippines. (NSCP 305.60)
Individual pile caps and caissons of every structure subjected to seismic forces shall be interconnected by ties. Such ties shall be capable of resisting in tension or compression a minimum horizontal force equal to _____% of the largest column vertical load. (NSCP 306.20)
Such piles into firm ground may be considered fixed and laterally supported at _____M below the ground surface. (NSCP 306.20) Such piles into soft ground may be considered fixed and laterally supported at _____M below the ground surface. (NSCP 306.20) The maximum length of cast in place piles/bored piles shall be _____times the average diameter of the pile. (NSCP 307.2.1) Cast in place/bored piles shall have a specific compressive strength Fc of not less than ______Mpa. (NSCP 307.2.1)
46 47 48 49
50 Aviation control towers fall to what type of occupancy? 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67
Pre-cast concrete piles shall have a specific compressive strength Fc of not less than _____Mpa. (NSCP 304.7.1)
The maximum spacing of ties and spirals in a driven pre-cast concrete pile center to center. (NSCP 307.5.1)
Pre-cast pre-stressed concrete piles shall have a specified compressive strength Fc of not less than ____Mpa.
The minimum outside diameter of pipe piles when used must be? (NSCP 307.6.3)
Private garages, carports, sheds, agricultural buildings fall to what type of occupancy?
Buildings used for college or adult education with a capacity of 500 or more students fall to what type of occupancy?
Buildings or structures therein housing and supporting toxic or explosive chemicals or substances fall to what type of category? The allowable deflection for any structural member loaded with live load only. (NSCP 107.2.2)
The allowable deflection for any structural member loaded with dead load and live load only.
Retaining walls shall be designed to resist sliding by at least _______times the lateral force. (NSCP 206.6)
Retaining walls shall be designed to resist overturning by at least ______times the overturning moment. (NSCP 206.6)
As per NSCP 2001 sect. 206.9.3 vertical impact force for crane load, if powered monorail cranes are considered, the max. wheel load of the crane shall be increased by what percent to determine the induced vertical impact? (NSCP 206.9.3)
The lateral force on a crane runway beam with electrically
powered trolleys shall be calculated as ______% of the sum of the rated capacity of the crane and the weight of the hoist and trolley. (NSCP 206.9.4)
The longitudinal forces on crane runway beams, except for bridge cranes with hand geared bridges shall be calculated as _____% of the max. wheel load of the crane. (NSCP 206.9.5)
This is a secondary effect in shears and especially moments of frame members induced by vertical loads acting on laterally displaced building frame.
A storey whose strength is less than 80% of the strength of the storey above is considered as __________.
Hospitals, Communication Centers, and others, which are
necessary for emergency post-earthquake operations, are classified as ___________.
A horizontal or nearly horizontal system acting to transmit lateral forces to the vertical resisting system including the horizontal bracing system.
This is essentially a vertical truss system provided to resist lateral forces of a building.
Constructing a high- rise building requires concrete that can easily be pumped. What type of admixture in concrete the contractor will provide which can reduce the requirement of mixing water and produce a flowing concrete that does not segregate and needs very little vibration
The records of test material and of concrete must be preserved after the completion of the project for at least _________.
68 What is the weight of 1 cu. m. of steel? 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88
A type of gunite mixed with an accelerating admixture with aggregate larger than 10mm originally sprayed under high air pressure of lining tunnels.
If a structure is judged under the condition either to be no
longer useful for its intended function or to unsafe, it has reached its __________.
A phenomenon of failure or damage that may result in sudden and brittle fracture of a ductile material due to reversals of stresses applied to a body repeatedly or a great number of times.
The load at which a perfectly straight member under compression assumes a deflected position.
It is a point within the structure at which a member
(beam/column) can rotate slightly to eliminate all bending moment in the member at that point.
It is a beam type supported by a hinge/roller at one end and the other end is projecting beyond a fixed support.
15. Floors in office buildings and in other buildings where partition locations are subject to change shall be designed to support in addition to all other loads, a uniformly distributed load equal to The upward pressure against the bottom of the basement floor of a structure or road slab caused by the presence of water.
The particular type of pin-connected tension member of uniform thickness with forged loop or head of greater width than the body, with is proportioned to provide approximately equal strength both in the head and the body.
A revetment consisting of rough stones of various sizes placed compactly to protect the banks or bed of a river from the eroding effects of the flowing water.
A three-dimensional spatial structure made up of one or more curved slabs or folded plateshose thicknesses are small compared to
their other dimensions.
It refers to a piece or pair of diagonal braces to resist wind or other horizontal forces on a building.
It refers to a piece or pair of diagonal braces to resist wind or other horizontal forces on a building.
This is designed as special foundation for intense column loads on a platform consisting usually of two layers of rolled steel joists, one on top of other, at right angles.
Referring to any artificial method of strengthening the soil to reduce its shrinkage and ensure that it will not move. Common methods are mixing the soil with cement or compaction A pit dug in the basement floor during excavation made to collect water into which a pump is placed the liquid to the sewer