Please solve part A and BSubject is reinforced concrete design show all steps 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).7Slab thickness=5 in.24 ftFigure 1 Continuous Floor System10 ft10 ft 3 No. 5 barsbe= 72 in.6 No. 7 bars12 in.I 3.5 in.Figure 2 T-Beam section at A-A section13 No. 8 bars2 No. 8 (No. 25)b₂ = 72 in.6 No. 10 (No. 32)3 No. 7 bars12 in.I = 2.5 in.Is5. in.12"Figure 3 T-Beam Section at B-B section2/2-2.5 in.3 No. 5 bars24"Figure 4 Rectangular Beam Section at C-C24 in.5 in.24 in.

Answered: Image /qna-images/answer/d1728f21-7513-4961-b288-06046d85c5ed.jpg

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. fc=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. fc=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

See similar textbooks

Similar questions

What are the differences between ordinary timber and mass timber?
Why concrete is considered as a "Man made stone" ?
1. Write Ten titles of textbooks about the design of Reinforced Concrete. 2. Write Ten titles of structural concrete journals.
Write the features that the reinforced concrete structures possessing
Explain in detail about Ductility and Strength of Composite.
why do you think, prestressed concrete is pre-cast, instead of cast-in place? Defend your answer with at least two sentences.
Subparts: a, b, & c. Please write it on paper.
Question 7 Please explain the terms "load factor" and "strength reduction factor" used in the ACI Strength Design Method.
Write any differences between plain and reinforced concrete column.