2V#3F9-3 Does the beam shown in Fig. P9-30control provisions (Section 24.3.2)? fy = 60 ksi.Fig. P9-31" clear41½ cover$R▬%5F5T916F612"CYsatisfy the ACI Code crack*6F7&719OPrtScnU2 No. 8 barsNo. 3 stirrup2 No. 9 and2 No. 8 barsį3*8diHome Fo9EndPgUp0

ACI Code: The ACI code consists of the specifications and methods used in construction. In the ACI…

9-3 Does the beam shown in Fig. P9-30 satisfy the ACI Code crack control provisions (Section 24.3.2)? fy = 60 ksi. Fig. P9-3 1" clear HAR 1/1/2- cover 12" No. 3 stirrup 4 2 No. 8 bars 2 No. 9 and 2 No. 8 bars

9-3 Does the beam shown in Fig. P9-30 satisfy the ACI Code crack control provisions (Section 24.3.2)? fy = 60 ksi. Fig. P9-3 1" clear HAR 1/1/2- cover 12" No. 3 stirrup 4 2 No. 8 bars 2 No. 9 and 2 No. 8 bars

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.

Question

2
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#
3
F
9-3 Does the beam shown in Fig. P9-30
control provisions (Section 24.3.2)? fy = 60 ksi.
Fig. P9-3
1" clear
4
1½ cover
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9
1
6
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12"
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satisfy the ACI Code crack
*
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7
19
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PrtScn
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2 No. 8 bars
No. 3 stirrup
2 No. 9 and
2 No. 8 bars
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