Draw the shear force diagram for the spans. Determine whether stirrups are required for the spans, and if so, design the stirrups and their spacing. Consider concrete strength 4,500 psi and yield strength of steel 60,000 psi. Live load 60 psf. x1 27,x2 24,y1 13,y2 16. beam dimension 12 inch*25 inch. column 24in*24in .
Draw the shear force diagram for the spans. Determine whether stirrups are required for the spans, and if so, design the stirrups and their spacing. Consider concrete strength 4,500 psi and yield strength of steel 60,000 psi. Live load 60 psf. x1 27,x2 24,y1 13,y2 16. beam dimension 12 inch*25 inch. column 24in*24in .
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Draw the shear force diagram for the spans. Determine whether stirrups are required
for the spans, and if so, design the stirrups and their spacing.
Consider
concrete strength 4,500 psi and yield strength of steel 60,000 psi.
Live load 60 psf. x1 27,x2 24,y1 13,y2 16. beam dimension 12 inch*25 inch.
column 24in*24in .
Transcribed Image Text:+X, ft + X, ft
Y, ft
Beam B12
Beam B23
Y, ft
Slab BC12
Figure 1: Column/Beam Layout of Building
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