Calculate the design moment for the given beam

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Calculate the design moment for the given beam

SHOT ON POCO F3
A CIPLE WIDTH DE (Rl
(B)
COMPRECSION STEEL BARS ARE PLACED AT A
À SIMPLE
SUPPORTED RECT ANG ULAR BEAM
Of LENGTH (L) HAS A
AND AN EFFECTIVE DEPTH OF (d)
DISTANCE (d') FROM THE EXTREME CONCRETE COMPRESS NE FIBER. THE BEAM
CUPPORTS SERVICE DEAD LOADS OF No AND WL, RESPECTIVELY. USE fc'- 28 MPa
AND fy= 420MPA FOR THE REINFORCE MENTS.
GINEN:
TENSION STEEL BARS - 425mm
COMPRESSION
STEEL BARS
= 412mm
d= 495mm
B = 31 5mm
Wo=対ちNm 22.25 kN Im
d= 135m m
5wל1w
Wi = 40-5nm 28.5 KN Im
Transcribed Image Text:SHOT ON POCO F3 A CIPLE WIDTH DE (Rl (B) COMPRECSION STEEL BARS ARE PLACED AT A À SIMPLE SUPPORTED RECT ANG ULAR BEAM Of LENGTH (L) HAS A AND AN EFFECTIVE DEPTH OF (d) DISTANCE (d') FROM THE EXTREME CONCRETE COMPRESS NE FIBER. THE BEAM CUPPORTS SERVICE DEAD LOADS OF No AND WL, RESPECTIVELY. USE fc'- 28 MPa AND fy= 420MPA FOR THE REINFORCE MENTS. GINEN: TENSION STEEL BARS - 425mm COMPRESSION STEEL BARS = 412mm d= 495mm B = 31 5mm Wo=対ちNm 22.25 kN Im d= 135m m 5wל1w Wi = 40-5nm 28.5 KN Im
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