9-10 The beam shown in Fig. P9-10 is made of 4000-psi concrete and supports dead and live loads of 1 kip/ft and 1.1 kip/ft. Compute a. the immediate dead-load deflection. b. the immediate dead-plus-live-load deflection. c. the deflection occurring after partitions are installed. Assume that the partitions are installed 2 months after the shoring is removed, and assume that 15 percent of the live load is sustained. Fig. P9-10 H 13 ft 3 No. 7 b₁ In = 22 ft 8 in. (= 24 ft 12 in. 2 No. 8 1 No. 7 13 ft 4 No. 8 6 in. T 20 in.

9-10 The beam shown in Fig. P9-10 is made of 4000-psi concrete and supports dead and live loads of 1 kip/ft and 1.1 kip/ft. Compute a. the immediate dead-load deflection. b. the immediate dead-plus-live-load deflection. c. the deflection occurring after partitions are installed. Assume that the partitions are installed 2 months after the shoring is removed, and assume that 15 percent of the live load is sustained. Fig. P9-10 H 13 ft 3 No. 7 b₁ In = 22 ft 8 in. (= 24 ft 12 in. 2 No. 8 1 No. 7 13 ft 4 No. 8 6 in. T 20 in.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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