30 30' h 30" Rentorcemert 4. 5 @ 10' = 50' 5 @ 10' = 50" 5 @ 10' = 50" b (3)
30 30' h 30" Rentorcemert 4. 5 @ 10' = 50' 5 @ 10' = 50" 5 @ 10' = 50" b (3)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Draw the FBD of the shaded beam, assuming: • Live load = 50 psf • Slab dead load = 70 psf (excluding beam weight) • T-Beam: b =30 in. and h = 40 in. Then solve for the reactions of joists on main beams, and main beams on columns.
Transcribed Image Text:30
30'
h
30"
Rentorcemert
4.
5 @ 10' = 50'
5 @ 10' = 50"
5 @ 10' = 50"
b
(3)
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