SITUATION. A reinforced concrete beam 300 mm wide has a total depth of 650 mm. It is reinforced with 4 - 20 mm diameter bars for tension. fc' = 21 MPa and fs = 140 MPa. Use 70 mm steel cover. 1. Determine the distance of the neutral axis to the tension steel. 174.791 mm 147.791 mm 504.209 mm 405.209 mm 2. Determine the gross moment of inertia. 6,865.625 x 10° mm B 8,665.625 x 10 mm 5,865.625 x 10 mm D. 6,665.625 x 10 mm4

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter7: Deflections Of Trusses, Beams, And Frames: Work-energy Methods
Section: Chapter Questions
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2. Determine the gross moment of inertia.
A
6,865.625 x 10° mm
B
8,665.625 x 10° mm
5,865.625 x 10s mm4
D
6,665.625 x 10s mm4
Transcribed Image Text:2. Determine the gross moment of inertia. A 6,865.625 x 10° mm B 8,665.625 x 10° mm 5,865.625 x 10s mm4 D 6,665.625 x 10s mm4
SITUATION. A reinforced concrete beam 300 mm wide has a total depth of 650 mm. It is reinforced with 4 - 20 mm diameter bars for tension. fc' = 21 MPa
and fs = 140 MPa. Use 70 mm steel cover.
1. Determine the distance of the neutral axis to the tension steel.
A
174.791 mm
B
147.791 mm
504.209 mm
D
405.209 mm
2. Determine the gross moment of inertia.
A
6,865.625 x 10° mm
8,665.625 x 10° mmt
C
5,865.625 x 106 mm
6,665.625 x 106 mmt
D.
Transcribed Image Text:SITUATION. A reinforced concrete beam 300 mm wide has a total depth of 650 mm. It is reinforced with 4 - 20 mm diameter bars for tension. fc' = 21 MPa and fs = 140 MPa. Use 70 mm steel cover. 1. Determine the distance of the neutral axis to the tension steel. A 174.791 mm B 147.791 mm 504.209 mm D 405.209 mm 2. Determine the gross moment of inertia. A 6,865.625 x 10° mm 8,665.625 x 10° mmt C 5,865.625 x 106 mm 6,665.625 x 106 mmt D.
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