Subject is reinforced concrete design please show all steps and solve all parts thank you P01: For the continuous floor system in Fig 1 below, calculate the following:a. be for the beam T-section at section A-A and B-B,b. Design moment for Doubly Reinforced Rectangular beam section (Fig. 4) at section C-C.c. Design moment for Singly reinforced T- beam section (Fig. 2) at section A-A. (See Hint)d.Design moment for Doubly reinforced T- beam section (Fig. 3) at section B-B. (Optional-forfurther knowledge)Given:a.bw = 1 ft;b. f'c = 4000 psi and fy = 60 ksi.C.Central floor beam spanning in horizontal direction.d. The floor system has a uniform spacing between beams.HINT: For a typical floor system, mid-span sections are subjected to positive bending. Section A-A has alarge compression zone; hence compression steel may not be required for additional moment strength inthis case. Assuming section will include No. 3 or No. 4 stirrups (compression steel in the section is notshown in the figure which is placed for reinforcement continuity requirements), d= 24 in- 3.5 in= 20.5 inand d 24 in - 2.5 in = 21.5 in).Slab thickness= 5 in.24 ftFigure 1 Continuous Floor System110 ft10 ft 3 No. 5 barsbe= 72 in.6 No. 7 bars12 in.Figure 2 T-Beam section at A-A sectionI 3.5 in.b₂ = 72 in.13 No. 8 bars2 No. 8 (No. 25)3 No. 7 bars●12 in.6 No. 10 (No. 32) -I=2.5 in.Ism.15 in.Figure 3 T-Beam Section at B-B section12"2.5 in.3 No. 5 bars24"Figure 4 Rectangular Beam Section at C-C24 in.5 in.24 in.

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P01: For the continuous floor system in Fig 1 below, calculate the following: a. be for the beam T-section at section A-A and B-B, b. Design moment for Doubly Reinforced Rectangular beam section (Fig. 4) at section C-C. c. Design moment for Singly reinforced T-beam section (Fig. 2) at section A-A. (See Hint) d. Design moment for Doubly reinforced T- beam section (Fig. 3) at section B-B. (Optional-for further knowledge) Given: a. bw = 1 ft; b. f'c = 4000 psi and fy = 60 ksi. c. Central floor beam spanning in horizontal direction. d. The floor system has a uniform spacing between beams.

P01: For the continuous floor system in Fig 1 below, calculate the following: a. be for the beam T-section at section A-A and B-B, b. Design moment for Doubly Reinforced Rectangular beam section (Fig. 4) at section C-C. c. Design moment for Singly reinforced T-beam section (Fig. 2) at section A-A. (See Hint) d. Design moment for Doubly reinforced T- beam section (Fig. 3) at section B-B. (Optional-for further knowledge) Given: a. bw = 1 ft; b. f'c = 4000 psi and fy = 60 ksi. c. Central floor beam spanning in horizontal direction. d. The floor system has a uniform spacing between beams.

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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