A CONCRETE BEAM LOADED WITH A CROSS SECTION AS SHOWN EMAZO 5FT 1600 D 4 MB=0 ≤F=0 EMAO 1600(S)-RB RB=? RA A REACTION - LOAD GFT B KREKCTION BIB 2PTX D THE SHEAR AND MOMENT DIAGRAM COMPUTE THE MAXIMUM FLEXURAL STRESS TE THE FLEXURAL STRESS AT THE FIBER LOCATED 2 inches FROM TOP OF WHERE THE MAXIMUM MOMENT OCCURS.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Hiii plz. Plz A
A CONCRETE BEAM LOADED WITH A CROSS SECTION AS SHOWN
5FT
1600LD
емато
MB=0
≤Fu=0
EMAFO
1600(S)-RB
RB=?
RA
BEAM
Cross
SECTION:
.8 inches
REACTION
6700
BEAM SECTION
D THE SHEAR AND MOMENT DIAGRAM
COMPUTE THE MAXIMUM FLEXURAL STRESS
TE THE FLEXURAL STRESS AT THE FIBER LOCATED 2 inches FROM TOP OF
M WHERE THE MAXIMUM MOMENT OCCURS.
inche
LOAD
черт
4.GM-
B
VLENCTION
BEAM LOADED WITH CROSS SECTION AS SHOWN USING THE SUPERPOSITION
COMPUTE THE MAXIMUM DEFLECTION OF THE BEAM
E = 10 GP₂
= 10x10
RB
9 N
m
(15pN
2PT-X
A
2.5 m
20KN
Im
Transcribed Image Text:A CONCRETE BEAM LOADED WITH A CROSS SECTION AS SHOWN 5FT 1600LD емато MB=0 ≤Fu=0 EMAFO 1600(S)-RB RB=? RA BEAM Cross SECTION: .8 inches REACTION 6700 BEAM SECTION D THE SHEAR AND MOMENT DIAGRAM COMPUTE THE MAXIMUM FLEXURAL STRESS TE THE FLEXURAL STRESS AT THE FIBER LOCATED 2 inches FROM TOP OF M WHERE THE MAXIMUM MOMENT OCCURS. inche LOAD черт 4.GM- B VLENCTION BEAM LOADED WITH CROSS SECTION AS SHOWN USING THE SUPERPOSITION COMPUTE THE MAXIMUM DEFLECTION OF THE BEAM E = 10 GP₂ = 10x10 RB 9 N m (15pN 2PT-X A 2.5 m 20KN Im
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