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Design a two story building as shown in the figure f¿' =4,000 psi, fy= 60,000 psi. 12' 15' C4 Cl Bl C2 S1 B2 C5 B3 C3 B6 B7 B4 C7 C6 B8 B5 C9 C8 20' 17' Slab thickness = Should be chosen by the group Live Load = Should be chosen by the group, range (30 to 70 lb/ft²). Live Load = 70 lb/ft^2 Snow Load = 20.0 lb/ft² Floor cover = 5 lb/ft² Beams 12 x 24 in Walls 10 width & 120 in height Floor height = 12.0 feet Ye=150 lb/ft³ & Yw=100 lb/ft³ Column dimensions 20 x 20 in. No beam between C5 and C2 b) Calculate the factored loads on each element, slab, beam and columns

Design a two story building as shown in the figure f¿' =4,000 psi, fy= 60,000 psi. 12' 15' C4 Cl Bl C2 S1 B2 C5 B3 C3 B6 B7 B4 C7 C6 B8 B5 C9 C8 20' 17' Slab thickness = Should be chosen by the group Live Load = Should be chosen by the group, range (30 to 70 lb/ft²). Live Load = 70 lb/ft^2 Snow Load = 20.0 lb/ft² Floor cover = 5 lb/ft² Beams 12 x 24 in Walls 10 width & 120 in height Floor height = 12.0 feet Ye=150 lb/ft³ & Yw=100 lb/ft³ Column dimensions 20 x 20 in. No beam between C5 and C2 b) Calculate the factored loads on each element, slab, beam and columns

Fundamentals Of Construction Estimating
Fundamentals Of Construction Estimating
4th Edition
ISBN:9781337399395
Author:Pratt, David J.
Publisher:Pratt, David J.
Chapter11: Pricing Concrete Work
Section: Chapter Questions
Problem 5RQ
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Design a two story building as shown in the figure f¿' =4,000 psi, fy= 60,000 psi. 12' 15' C4 Cl Bl C2 S1 B2 C5 B3 C3 B6 B7 B4 C7 C6 B8 B5 C9 C8 20' 17' Slab thickness = Should be chosen by the group Live Load = Should be chosen by the group, range (30 to 70 lb/ft²). Live Load = 70 lb/ft^2 Snow Load = 20.0 lb/ft² Floor cover = 5 lb/ft² Beams 12 x 24 in Walls 10 width & 120 in height Floor height = 12.0 feet Ye=150 lb/ft³ & Yw=100 lb/ft³ Column dimensions 20 x 20 in. No beam between C5 and C2 b) Calculate the factored loads on each element, slab, beam and columns
Transcribed Image Text:Design a two story building as shown in the figure f¿' =4,000 psi, fy= 60,000 psi. 12' 15' C4 Cl Bl C2 S1 B2 C5 B3 C3 B6 B7 B4 C7 C6 B8 B5 C9 C8 20' 17' Slab thickness = Should be chosen by the group Live Load = Should be chosen by the group, range (30 to 70 lb/ft²). Live Load = 70 lb/ft^2 Snow Load = 20.0 lb/ft² Floor cover = 5 lb/ft² Beams 12 x 24 in Walls 10 width & 120 in height Floor height = 12.0 feet Ye=150 lb/ft³ & Yw=100 lb/ft³ Column dimensions 20 x 20 in. No beam between C5 and C2 b) Calculate the factored loads on each element, slab, beam and columns
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