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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
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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(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
Transcribed Image Text:(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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