A 21m enclosed bldg. constructed in an open flat terrain has an average height of j m each floor, and has a weight of (z*1000) KN for each floor and 2,000 kN for the roof. The bldg. is located in Makati City and it is 10km from active fault line. The use of the bldg. is to carry hazardous facilities. Wind Roof 10° 6th 5th 4th 3rd 2nd xm ym 1. Calculate the design wind pressure (For the +GCpi only) 2. Calculate the Shear force in each floor considering the frame to be a concrete moment resisting frame. Legend: Last digit of SN 0 1 2 3 4 5 6 7 8 69 9 X 20 25 22 24 21 25 24 23 22 20 y 35 34 38 36 34 35 37 34 32 33 j 3.5 3 3.2 3.5 3 3.2 3.5 3 3.2 3.5 Z 5354AWAS5E

Applications and Investigations in Earth Science (9th Edition)
9th Edition
ISBN:9780134746241
Author:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Publisher:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Chapter1: The Study Of Minerals
Section: Chapter Questions
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X= 24 Y= 34 J= 3 Z= 3
A 21m enclosed bldg. constructed in an open flat terrain has an average height of j m each floor, and has
a weight of (z*1000) KN for each floor and 2,000 kN for the roof. The bldg. is located in Makati City and it
is 10km from active fault line. The use of the bldg. is to carry hazardous facilities.
1. Calculate the design wind pressure
(For the +GCpi only)
2. Calculate the Shear force in each floor considering
the frame to be a concrete moment resisting frame.
Legend:
Wind
Roof
10Ⓡ
6th
5th
4th
3rd
2nd
xm
ym
Last digit of SN
0
1
2
3
5
6
7
8
9
X
20
25
22
24
21
25
24
23
22
20
y
35
34
38
36
34
35
37
34
32
33
j
3.5
3
3.2
3.5
3
3.2
3.5
3
3.2
3.5
Write your student number beside your name.
Upload the pdf file of your solution in the google
classroom link.
Z
3
4
5
4
3
4
5
3
5
4
Transcribed Image Text:A 21m enclosed bldg. constructed in an open flat terrain has an average height of j m each floor, and has a weight of (z*1000) KN for each floor and 2,000 kN for the roof. The bldg. is located in Makati City and it is 10km from active fault line. The use of the bldg. is to carry hazardous facilities. 1. Calculate the design wind pressure (For the +GCpi only) 2. Calculate the Shear force in each floor considering the frame to be a concrete moment resisting frame. Legend: Wind Roof 10Ⓡ 6th 5th 4th 3rd 2nd xm ym Last digit of SN 0 1 2 3 5 6 7 8 9 X 20 25 22 24 21 25 24 23 22 20 y 35 34 38 36 34 35 37 34 32 33 j 3.5 3 3.2 3.5 3 3.2 3.5 3 3.2 3.5 Write your student number beside your name. Upload the pdf file of your solution in the google classroom link. Z 3 4 5 4 3 4 5 3 5 4
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