COMPUTE MV, FOR BEAMS 1, 2, 3 AND 4. ASSUMPTIONS: LIVE LOAD = 75p56 MECHANICAL EQUIP = SopsF 10' EXTERIOR WALL - COLUMNS -16"x16". BEAMS 14" x 24" INTEGRAL SUB - 7" Sopsf OR 500 LB/ET

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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concrete floor analysis

COMPUTEM, TV, FOR BEAMS 1, 2, 3 AND 4.
ASSUMPTIONS : LIVE LOAD =
75056
MECHANICAL EQUIP= 50psf
10' EXTERIOR WALL -
COLUMNS -16"x16".
BEAMS 14" x 24" INTEGRAL
SUB
7"
25
0
4
3@10=30¹
-
*
Sopsf o2 500 LB/FT
Transcribed Image Text:COMPUTEM, TV, FOR BEAMS 1, 2, 3 AND 4. ASSUMPTIONS : LIVE LOAD = 75056 MECHANICAL EQUIP= 50psf 10' EXTERIOR WALL - COLUMNS -16"x16". BEAMS 14" x 24" INTEGRAL SUB 7" 25 0 4 3@10=30¹ - * Sopsf o2 500 LB/FT
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