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Figure P6-12 shows a rigid frame and the factored loads acting on the frame. The 7-kip horizontal load can act from the left or the right. f'. = 4500 psi and fy = 40,000 psi. (a) Design stirrups in the beam. (b) Are stirrups required in the columns? If so, design the stirrups for the columns. 50 kips 50 kips Wy = 3.1 kips/ft 7 kips 12 in. by 20 in. Columns are 12 in. by 14 in. 11 ft +14 in. 14 in. 1.0 kips 8.0 kips A D 20 ft Fig. P6-12

Figure P6-12 shows a rigid frame and the factored loads acting on the frame. The 7-kip horizontal load can act from the left or the right. f'. = 4500 psi and fy = 40,000 psi. (a) Design stirrups in the beam. (b) Are stirrups required in the columns? If so, design the stirrups for the columns. 50 kips 50 kips Wy = 3.1 kips/ft 7 kips 12 in. by 20 in. Columns are 12 in. by 14 in. 11 ft +14 in. 14 in. 1.0 kips 8.0 kips A D 20 ft Fig. P6-12

Structural Analysis
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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Figure P6-12 shows a rigid frame and the factored loads acting on the frame. The 7-kip horizontal load can act from the left or the right. f'. = 4500 psi and fy = 40,000 psi. (a) Design stirrups in the beam. (b) Are stirrups required in the columns? If so, design the stirrups for the columns. 50 kips 50 kips Wy = 3.1 kips/ft 7 kips 12 in. by 20 in. Columns are 12 in. by 14 in. 11 ft +14 in. 14 in. 1.0 kips 8.0 kips A D 20 ft Fig. P6-12
Transcribed Image Text:Figure P6-12 shows a rigid frame and the factored loads acting on the frame. The 7-kip horizontal load can act from the left or the right. f'. = 4500 psi and fy = 40,000 psi. (a) Design stirrups in the beam. (b) Are stirrups required in the columns? If so, design the stirrups for the columns. 50 kips 50 kips Wy = 3.1 kips/ft 7 kips 12 in. by 20 in. Columns are 12 in. by 14 in. 11 ft +14 in. 14 in. 1.0 kips 8.0 kips A D 20 ft Fig. P6-12
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