in Baguio. The structure shall be a reinforced concrete building (no shear walls). The weight per floor (including 1st floor) is estimated to be 1800 KN. The roof deck weighs 1700 KN. Solve for the Base Shear, V, for the condition above using the following formulas:

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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An eight Storey city library is proposed to be constructed
in Baguio.
The structure shall be a reinforced concrete building (no
shear walls).
The weight per floor (including 1st floor) is estimated to
be 1800 KN.
The roof deck weighs 1700 KN. Solve for the Base Shear,
V, for the
condition above using the following formulas:
1. V =ZICKSW (SEAOC CODE 1974 - 4 TH Revision)
Adopted by National Structural Code of the Philippines,
3rd edition
(NSCP 1987)
2. V = ZICW/Rw National Structural Code of the
Philippines, 4th
edition (NSCP 1992), Volume I
3. Most critical formula for V as indicated in Sec.
208.5.2 of the
NSCP Vol.1 5th edition (2001).
4. Most critical formula for V as indicated in the NSCP
Vol.1 6th
edition (2015).
1700 KN
100 KN
32
1800 KN
La Tide
Toeang
Warg
32
1800 KN
32
259
32
1800 KN
32
1800 KN
City Cam Cena, Nagun C Bengt
Nearet Active failt Trace t
Fae tunao Fa
Segnet Nane Tut Fat
Vear Maper 2012
Ma t et 10 00
32
1800 KN
3.5
20
Floor height: 1st floor 3.5m and the rest of the floors is
3.2m
Dimension of structure: 20m x 10m
Transcribed Image Text:An eight Storey city library is proposed to be constructed in Baguio. The structure shall be a reinforced concrete building (no shear walls). The weight per floor (including 1st floor) is estimated to be 1800 KN. The roof deck weighs 1700 KN. Solve for the Base Shear, V, for the condition above using the following formulas: 1. V =ZICKSW (SEAOC CODE 1974 - 4 TH Revision) Adopted by National Structural Code of the Philippines, 3rd edition (NSCP 1987) 2. V = ZICW/Rw National Structural Code of the Philippines, 4th edition (NSCP 1992), Volume I 3. Most critical formula for V as indicated in Sec. 208.5.2 of the NSCP Vol.1 5th edition (2001). 4. Most critical formula for V as indicated in the NSCP Vol.1 6th edition (2015). 1700 KN 100 KN 32 1800 KN La Tide Toeang Warg 32 1800 KN 32 259 32 1800 KN 32 1800 KN City Cam Cena, Nagun C Bengt Nearet Active failt Trace t Fae tunao Fa Segnet Nane Tut Fat Vear Maper 2012 Ma t et 10 00 32 1800 KN 3.5 20 Floor height: 1st floor 3.5m and the rest of the floors is 3.2m Dimension of structure: 20m x 10m
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