Please solve the following (1)18"7'=LASF12"*"15 ft.714.5"↑AsWLL = 120 psf,WPL = 250 psf including beam weight.Beam span151,Beam depth = 18"fé = 3 ksi, Grade 60.AIPC12"+//44 slab thickness.BLOCNWC.LRFD.As = 2 +8please check if the T-beam of 2 #8 steel works.GN. BUTAGERIE 200

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(1) 18" 7' LASF 12" * " 15 ft. 71 4.5" T jeho angsura! As 12" + WLL = 120 psf, WPL = 250 psf including beam weight. Beam Span 151, Beam depth = 18" fó= 3 ksi Grade 60. A // 44 slab thickness. BLOCCH NWC. LRFD. As = 2 +8 please check if the T-beam of 2 #8 steel works.

(1) 18" 7' LASF 12" * " 15 ft. 71 4.5" T jeho angsura! As 12" + WLL = 120 psf, WPL = 250 psf including beam weight. Beam Span 151, Beam depth = 18" fó= 3 ksi Grade 60. A // 44 slab thickness. BLOCCH NWC. LRFD. As = 2 +8 please check if the T-beam of 2 #8 steel works.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

Please solve the following

(1)
18"
7'
=
LASF
12"
*
"
15 ft.
71
4.5"
↑
As
WLL = 120 psf,
WPL = 250 psf including beam weight.
Beam span
151,
Beam depth = 18"
fé = 3 ksi, Grade 60.
A
IPC
12"
+
//
44 slab thickness.
BLOC
NWC.
LRFD.
As = 2 +8
please check if the T-beam of 2 #8 steel works.
GN. BUTAGERIE 200

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