SITUATION: The following are the dimensions of a concrete T - beam section: Width of flange, bf = 600mm Thickness of flange, tf = 80mm Width of web, bw = 300mm Effective depth, d = 500mm The beam is reinforced with 3-32mm diameter bars in tension and is carrying a moment of 100kNm. Use n =9 A. 3318.86 B. 3273.56 1. Determine the value of kd. C. 167 A. 145 B. 195 D. 203 2. Determine the value of Icr in x10^6. A. 5.10 B. 3.12 80 420 A. 10.17 B. 91.55 C. 3402.43 D. 3318.86 3. Determine the stress in the concrete. C. 2.66 D. 4.56 4. Determine the stress in the steel. A. 128.75 B. 211.45 600 C. 7.98 300 D. 71.82 5. Determine the compressive force on the concrete. C. 198.80 D. 220.89

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The following are the dimensions of a concrete T – beam section:
Width of flange, BF = 600mm
Thickness of flange, TF = 80mm

Width of web, BW = 300mm
Effective depth, D = 500mm
The beam is reinforced with 3 – 32mm diameter bars in tension and is carrying a moment
of 100kNm. Use N=9

SITUATION: The following are the dimensions of a concrete T - beam
section:
Width of flange, bf = 600mm
Thickness of flange, tf = 80mm
Width of web, bw = 300mm
Effective depth, d = 500mm
The beam is reinforced with 3-32mm diameter bars in tension and is
carrying a moment
of 100kNm. Use n
=9
1. Determine the value of kd.
A. 145
B. 195
A. 3318.86
B. 3273.56
C. 167
D. 203
2. Determine the value of Icr in x10^6.
80
A. 5.10
B. 3.12
420
A. 10.17
B. 91.55
C. 3402.43
D. 3318.86
3. Determine the stress in the concrete.
C. 2.66
D. 4.56
4. Determine the stress in the steel.
A. 128.75
B. 211.45
600
C. 7.98
300
D. 71.82
5. Determine the compressive force on the concrete.
C. 198.80
D. 220.89
Transcribed Image Text:SITUATION: The following are the dimensions of a concrete T - beam section: Width of flange, bf = 600mm Thickness of flange, tf = 80mm Width of web, bw = 300mm Effective depth, d = 500mm The beam is reinforced with 3-32mm diameter bars in tension and is carrying a moment of 100kNm. Use n =9 1. Determine the value of kd. A. 145 B. 195 A. 3318.86 B. 3273.56 C. 167 D. 203 2. Determine the value of Icr in x10^6. 80 A. 5.10 B. 3.12 420 A. 10.17 B. 91.55 C. 3402.43 D. 3318.86 3. Determine the stress in the concrete. C. 2.66 D. 4.56 4. Determine the stress in the steel. A. 128.75 B. 211.45 600 C. 7.98 300 D. 71.82 5. Determine the compressive force on the concrete. C. 198.80 D. 220.89
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