8. 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 c = 4000 psi, unless given otherwise. a) 12 ft P₁ = 30 k 24 ft Use p= WD = 3 k/ft 12 ft 0.18 f'e fy PL = 36 k 10 ft-> 30 ft Use P= 20 ft == Pb WD = 2 k/ft
8. 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 c = 4000 psi, unless given otherwise. a) 12 ft P₁ = 30 k 24 ft Use p= WD = 3 k/ft 12 ft 0.18 f'e fy PL = 36 k 10 ft-> 30 ft Use P= 20 ft == Pb WD = 2 k/ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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