Note: Change P₁ = 30 kN and WD = 2.5 k/ft For Problems 4.10 to 4.22, design rectangular sections for the beams, loads, and p values shown. Beam weights are not included in the loads shown. Show sketches of cross sections, including bar sizes, arrangement, and spacing. Assume concrete weighs 150 lb/ft³, fy 60,000 psi, and f = 4000 psi, unless given = otherwise. PL = 20 k PL= 20 k WD = 1.5 k/ft 10 ft 10 ft- -30 ft- Use p= 0.18 f fy 10 ft-

Note: Change P₁ = 30 kN and WD = 2.5 k/ft For Problems 4.10 to 4.22, design rectangular sections for the beams, loads, and p values shown. Beam weights are not included in the loads shown. Show sketches of cross sections, including bar sizes, arrangement, and spacing. Assume concrete weighs 150 lb/ft³, fy 60,000 psi, and f = 4000 psi, unless given = otherwise. PL = 20 k PL= 20 k WD = 1.5 k/ft 10 ft 10 ft- -30 ft- Use p= 0.18 f fy 10 ft-

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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