Determine the layout for a set of No. 3 U-stirrups for a
beam with the same data as Problem 13.6.A, except the uniform live
load is
0.75 klf and the uniform dead load is 0.5 klf.
13.6A INFO
A concrete beam similar to that shown in Figure 13.18
sustains
a uniform live load of 1.5 klf and a uniform dead load of 1 klf on
a span
of 24 ft. Determine the layout for a set of No. 3 U-stirrups using
the stress
method with fy = 40 ksi and f ′
c = 3000 psi. The beam section dimensions are
b = 12 in. and d = 26 in.
Get Answers For Free
Most questions answered within 1 hours.