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Design Criteria

This document provides the design criteria for a proposed 2-storey building in Olongapo City. It outlines the dead and live loads, material strengths and properties, soil bearing capacity, and seismic design requirements. The building will be designed according to the UBC Code, ACI 318, NSCP, and Foundation Design by J.E. Bowles. The structural engineer is J. Leonides S. David.

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315 views1 page

Design Criteria

This document provides the design criteria for a proposed 2-storey building in Olongapo City. It outlines the dead and live loads, material strengths and properties, soil bearing capacity, and seismic design requirements. The building will be designed according to the UBC Code, ACI 318, NSCP, and Foundation Design by J.E. Bowles. The structural engineer is J. Leonides S. David.

Uploaded by

jologscresencia
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Project: Proposed 2-storey Building

Location: Olongapo City


Owner:

DESIGN CRITERIA:

1. Loads:
a. Dead load
Partitions = 1.0 KPa
Utilities = 0.3 KPa

b. Live load
Dormitory = 2.0 KPa
Roof = 1.0 KPa

2. Materials

a. Concrete:
Compressive strength, fc’ = 21 MPa
Unit weight = 23.6 kN/m3

b. Reinforcement:
Tensile strength, fy = 275 MPa

2. Soil
Bearing Capacity = 150 KPa (assumed)

3. Seismic
V = ZICW/Rw
Minimum requirements as per UBC Code
Where V = Base Shear
Z = Zone Factor (0.4)
I = Importance factor (1.25)
C = 2.75 (max as per code)
Rw = Response modification factor (8)

4. Codes and References


UBC Code
ACI 318
National Structural Code of the Philippines (NSCP)
Foundation Design by J. E. Bowles

J. LEONIDES S. DAVID
Structural Engineer, ASEP
PTR No. 8362909, 09 Jan 08, Q. C.

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