determine the Concrete Shear Force and Critical Spacing of Stirrups to be adopted by the entire grid distance.Convert all the dimensions from ft and inches into millimeters (use 1 inch = 25mm for distance and dimension approximations). Use the following parameters: fc' = 21 MPa, fy = 420MPa, fyt = 275 MPa, Wdl = 23.7 KN/m, WII = 16 kN/m.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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NEED ASAP! USE NSCP 2015(REINFORCE CONCRETE DESIGN SUBJECT) determine the Concrete Shear Force and Critical Spacing of Stirrups to be adopted by the entire grid distance.Convert all the dimensions from ft and inches into millimeters (use 1 inch = 25mm for distance and dimension approximations). Use the following parameters: fc' = 21 MPa, fy = 420MPa, fyt = 275 MPa, Wdl = 23.7 KN/m, WII = 16 kN/m.
18"
4 No. 6 Top
1
(a) Elevation.
+
A 2 No. 7 plus 2 No. 6 bottom
1
5 No. 7 Top
20'-0"
B 2 No. 7 plus 2 No. 6 bottom
18"
21'-0"
12"
| |
(b) Section 1-1.
C
-18"
21"
20'-0"
Effective width
of flange 60 in.
No. 3 Grade-40 U stirrups
at 8 in. o.c. throughout
18"
Transcribed Image Text:18" 4 No. 6 Top 1 (a) Elevation. + A 2 No. 7 plus 2 No. 6 bottom 1 5 No. 7 Top 20'-0" B 2 No. 7 plus 2 No. 6 bottom 18" 21'-0" 12" | | (b) Section 1-1. C -18" 21" 20'-0" Effective width of flange 60 in. No. 3 Grade-40 U stirrups at 8 in. o.c. throughout 18"
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