Reinforced Concrete Design Only do Part A, B, and C 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 d₁= 24 in - 2.5 in = 21.5 in).ASlab thickness= 5 in.24 ftBFigure 1 Continuous Floor System10 ft10 ft 3 No. 5 barsbe 72 in..6 No. 7 bars12 in.Figure 2 T-Beam section at A-A section13 No. 8 bars|be = 72 in.2 No. 8 (No. 25)6 No. 10 (No. 32)3 No. 7 bars3.5 in.12 in.I=2.5 in.H5 in.12"-2.5 in.Figure 3 T-Beam Section at B-B section- Ismt5 in.3 No. 5 bars24"24 in.Figure 4 Rectangular Beam Section at C-C24 in.

Compressive strength of concrete, Yield strength of steel, Width of web, Thickness of slab, To…

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. HINT: For a typical floor system, mid-span sections are subjected to positive bending. Section A-A has large compression zone; hence compression steel may not be required for additional moment strength in this case. Assuming section will include No. 3 or No. 4 stirrups (compression steel in the section is not shown in the figure which is placed for reinforcement continuity requirements), d= 24 in- 3.5 in= 20.5 i and d₁= 24 in – 2.5 in = 21.5 in). 7 Slab thickness = 5 in. 24 ft Figure 1 Continuous Floor System 10 ft 10 ft

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. HINT: For a typical floor system, mid-span sections are subjected to positive bending. Section A-A has large compression zone; hence compression steel may not be required for additional moment strength in this case. Assuming section will include No. 3 or No. 4 stirrups (compression steel in the section is not shown in the figure which is placed for reinforcement continuity requirements), d= 24 in- 3.5 in= 20.5 i and d₁= 24 in – 2.5 in = 21.5 in). 7 Slab thickness = 5 in. 24 ft Figure 1 Continuous Floor System 10 ft 10 ft

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

Why is iron added to concrete?
Write the features that the reinforced concrete structures possessing
Lightweight Concrete Subject and Description
Estimate the Slab reinforcement for the given figure below. All the straight bottom bars are 10mm@400mm c/c. All offset bars 12mm@400mm c/c, All Additional Top bars 12mm@400mm c/c. The slab thickness is 150mm. Assume cover is 25mm & wall thickness is 200mm. Note: 1-Standard bar hook-(12db+4db) with bend. Answer should be made such as table below from bar No.1 to bar No.8 Bar No. Length (m) Weight(Kg) -4.70m- 2 opening (7) (4) 3.70m 400mm 8 6 Determine quantity of Steel in Kg for the Circular Sky-light in the figure above. Determine quantity of items below for given roof Figure above Concreter rate (1:1.5:3). y sand= 1835 kg/m³, y gravel = 2200 kg/m³ Item Unit Quantity Cement m3 Sand ton Gravel m3
Refer to the diagram of precast concrete building below and answer the following questions. What type of precast concrete element directly supports this building's floors? Precast walls Precast "T" beams Precast "L" girders Precast Columns
5. What is the minimum steel ratio for slabs when compressive strength of concrete is less than 420 MPa?
14.3 Identify the type of CMU block shown below VERTICAL REINFORCEMENT AS REQ'D VIEW OF STANDARD BLOCK BEFORE CROSS WEBS ARE KNOCKED OUT METAL LATH, MESH, OR WIRE SCREEN PLACED IN BED JOINTS UNDER KNOCK-OUT BOND BEAM COURSES TO PREVENT FILLING UNGROUTED CELLS HORIZONTAL REINFORCEMENT AS REQ'D VIEW OF BLOCK AFTER CROSS WEBS ARE KNOCKED OUT TO ACCOMMODATE HORIZONTAL REINFORCEMENT International Masonry Institute
The main reinforcement in RC slab consists of 10 mm diameter bars at 100 mm c/c spacing. When 10 mm bars are replaced by 12 mm diameter bars then spacing would be
The roof is made from what type of precast concrete element? Single Tee beam Double Tee beam Solid flat slab Hollow core slab
Write any differences between plain and reinforced concrete column.