Question 3 Design the necessary reinforcement for a typical interior beam. The floor system consists of 3-in. slabs. The beams have a web width, bw, of 14 in., flange width, be, of 50 in. and an effective depth, d. of 15.5 in. The factored applied moment on the beam is 400 K - ft. Use f' = 3 ksi and fy = 60 ksi. (CLO 3) *

Question 3 Design the necessary reinforcement for a typical interior beam. The floor system consists of 3-in. slabs. The beams have a web width, bw, of 14 in., flange width, be, of 50 in. and an effective depth, d. of 15.5 in. The factored applied moment on the beam is 400 K - ft. Use f' = 3 ksi and fy = 60 ksi. (CLO 3) *

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

a. determine the design moment that the beam will carry in kN-m at the midspan. b. determine the required steel area in mm^2 c. determine the number of 16mm diameter bars
A rectangular beam with width b = 610 mm, total depth h = 355 mm and effective depth to the tensile steel d = 290 mm, is constructed using materials with strengths fy = 415 MPa and f. = 34.6 MPa. Tensile reinforcement consists of two 36 mm bars plus three 32 mm bars in one row. Determine the depth of stress block (a).
A simply supported rectangular beam of length 6.45m has a width of 390.5mm and an effective depth of610.5mm. The beam is to be reinforced using 12 ?? bars. The beam supports service dead loads ofWd = 13.5kN/m and WL = 35.5kN/m. f'c = 28Mpa and fy=420 MPa Given: b= 390.5 mm d= 610.5mm L= 6.45 m Wd = 13.5 kN/m WL = 35.5 kN/m 1. Calculate the ultimate moment capacity of the beam.2. Calculate the height of the equivalent stress block.3. Determine the number of bars required for this beam.
I need a solution quickly, Use ACI Code
0.9D+1.3W (When considering the wind load during construction) Calculation of required strength for axial force, shear force and bending moment of AB, BC, and DE members in 3 hinged frame Factored Load Application status
Q3: А- Oesign a rectangular beam with b = 350 mm, h = 625 mm as shown below. Use f! = 30 MPa, fy = 375 MPa and Ø18 mm for %3D fongitudinal reinforcement. Two lavers of tension reinforcement. PE45 kN Wu,-25 kN/m WUT14 kN/m D.L babulb 5 m B- Check the design of the singly reinforced beam shown below, if fc = 20 MPa and fy = 420 MPa, 030 mm for tension. Why? %3D sed edr arlagead iso t 430 mm 100 mm 300 mm
1. The section of a reinforced concrete T-beam has d = 400mm, bf = 800mm, t = 100mm, bw = 300mm. The beam is reinforced with 8 pcs of 32mm rebars with Fy = 415MPA concrete has F'c = 28MPA. Determine the safe ultimate moment capacity of the beam.
need fast and comp, pls
"D.35. Compute the ultimate strength capacity of the positive moment beam design below. f'c= 25.8 MPa, fy= 506.8 MPa, bf= 710 mm, t= 90 mm, hw= 470 mm, bw = 440 mm ds= 10 mm, ct- 30 mm, cb = 35 mm. Steel bar details: compression side at top (single layer): 4- 16 mm dia. , tension side (double- layered): upper layer is 4 - 28 mm dia. and lower layer is 5 - 28 mm dia." Use the editor to format your answer br ... Ct Bar diameters and positioning in the figure given are just representations. Refer to the problem statement for the ds hw number of bars and bar diameters to use in your computation. 25 mm Cb bw
10. Compute the design strength of the doubly reinforced beam shown assuming. f = 60,000 psi and f. = 5,000 psi. 2#87 22 in 6 in 5#8 12 in -3 in 16 in -3 in
Design the T beam for the floor system when subjected to an ultimate moment of 300 kN-m. Beam span is 6m, beam width is 300 and d is 450mm. fc = 30 MPa, fy = 420 MPa. Determine the effective width of the T-beam in mm. Is the compressive flange adequate enough to provide the design capacity required? How many layers/rows of steel rebars are expected in the design of reinforcement? How many 25mm steel bars are required for the section?
a) A singly-reinforced concrete beam 300 mm wide and 650mm deep to the center of the tensile reinforcement is reinforced with 5 bars of 18 mm diameter. Find the ultimate moment capacity of the section. Take characteristic yield strength of steel as 415N/mm2.