1- A structural analysis was done for the steel section whose shape and characteristics are shown below, and the outputs were arranged in the table below. Choose the appropriate amount, knowing that all numbers are in units (ksi, in). Sec Ag tw tf W16x100 29.4 0.585 0.985 Bolt (7/8 in) Maximum tensile force (P) that can be exerted Ti amount Effective cross- sectional area (Ae) Modulus M (MO) 635.04 O O O fy 36 584.3 fu D(bolt) 58 7/8 20.149 O P 0.85

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1- A structural analysis was done for the steel
section whose shape and characteristics are
shown below, and the outputs were arranged
in the table below. Choose the appropriate
amount, knowing that all numbers are in units
(ksi, in).
Sec
tf
Ag
tw
W16x100 29.4 0.585 0.985
Bolt (7/8 in)
Maximum
tensile force (P)
that can be
exerted
T1. amount
Effective cross-
sectional area
(Ae)
Modulus M (mo)
635.04
O
O
fy
36
584.3
fu
58
D(bolt)
7/8
20.149
O
P
0.85
O
Transcribed Image Text:1- A structural analysis was done for the steel section whose shape and characteristics are shown below, and the outputs were arranged in the table below. Choose the appropriate amount, knowing that all numbers are in units (ksi, in). Sec tf Ag tw W16x100 29.4 0.585 0.985 Bolt (7/8 in) Maximum tensile force (P) that can be exerted T1. amount Effective cross- sectional area (Ae) Modulus M (mo) 635.04 O O fy 36 584.3 fu 58 D(bolt) 7/8 20.149 O P 0.85 O
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