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Design a two story building as shown in the figure f=4,000 psi, fy= 60,000 psi. 12' C4 Cl 15' Bl C2 S1 B2 C5 B3 C3 C6 B8 B6 B7 B4 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). 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 Live Load = 70 lb/ft^2 d) Design beams (B1, B2 and B7) for flexures, I need to see load calculation for the beams and see the shear and moment diagrams

Design a two story building as shown in the figure f=4,000 psi, fy= 60,000 psi. 12' C4 Cl 15' Bl C2 S1 B2 C5 B3 C3 C6 B8 B6 B7 B4 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). 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 Live Load = 70 lb/ft^2 d) Design beams (B1, B2 and B7) for flexures, I need to see load calculation for the beams and see the shear and moment diagrams

Construction Materials, Methods and Techniques (MindTap Course List)
Construction Materials, Methods and Techniques (MindTap Course List)
4th Edition
ISBN:9781305086272
Author:William P. Spence, Eva Kultermann
Publisher:William P. Spence, Eva Kultermann
Chapter9: Pre-cast Concrete
Section: Chapter Questions
Problem 6RQ: What is the main value in pre-stressing pre-cast concrete columns?
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Design a two story building as shown in the figure f=4,000 psi, fy= 60,000 psi. 12' C4 Cl 15' Bl C2 S1 B2 C5 B3 C3 C6 B8 B6 B7 B4 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). 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 Live Load = 70 lb/ft^2 d) Design beams (B1, B2 and B7) for flexures, I need to see load calculation for the beams and see the shear and moment diagrams
Transcribed Image Text:Design a two story building as shown in the figure f=4,000 psi, fy= 60,000 psi. 12' C4 Cl 15' Bl C2 S1 B2 C5 B3 C3 C6 B8 B6 B7 B4 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). 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 Live Load = 70 lb/ft^2 d) Design beams (B1, B2 and B7) for flexures, I need to see load calculation for the beams and see the shear and moment diagrams
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