A 26.0 ft. simply supported beam is subjected to factored uniformly distributed load of wa equal ...
A simply supported reinforced concrete beam of 8 m span is subjected to uniformly distributed load as shown in Figure 3. The following data are given: The ultimate load, wu is 60 kN/m; characteristic strength of concrete, fck is 30 N/mm²; characteristic strength of reinforcement, fyk is 500 N/mm2. The effective depth, d is 650 mm. Take the link diameter, w as 10 mm, main bar diameter, o as 20 mm and concrete cover as 30 mm. Design the shear...
Simply supported rectangular beam shown is 18in. wide and has an effective depth of 40in. Beam supports a factored load of 7.63 kips/ft on a clear span of 26.5ft. Given load includes the beam's self weight. Design the web reinforcement. Use f'c = 4,000psi and fy = 60,000psi. Show work and equations used. Draw shear diagram and stirrup design. PRODUCED BY AN AUTODESK STUDENT VERSION Wu 7.63 k/ft 26.5 ft 18in 40 in 43 in. 4 #10 bars Cross-Section PRODUCED...
16.6a) A simply supported beam is to span 15 ft. It will support a uniformly distributed load of 2 kips/ft over the full span and a concentrated load of 60 kips at mid-span. What is the required plastic section modulus Zx? (Include self-weight) 16.6b) A simply supported beam is to span 15 ft. It will support a uniformly distributed load of 2 kips/ft over the full span and a concentrated load of 60 kips at mid-span. Deflection is not to...
The simply supported beam shown spans 20 ft and, in addition to its own weight carries a uniformly distributed service dead load of 1.75 kips/ft and a uniformly distributed live load of 3.0 kips/ft. Five no. 9 bars running the full length of the beam arc used as flexural reinforcement. Assume f,-60,000 psi and fc4000 psi, No. 3 stirrups are used. a. Determine the theoretical spacing of stirrups at the critical section using the detailed expression for the shear strength...
A simply supported inverted T-beam has a clear span ln = 32 ft and is subjected to its own weight and the point loads P as shown. The point load P consists of a service dead load of 16 kips and a service live load of 28kips. Design #3 vertical stirrups for the beam (ignore any torsional effects). Assume d = 41.5 in., ƒc’ = 4,000 psi, and ƒy = 60,000 psi. 1. A simply supported inverted T-beam has a...
The T-beam shown in Figure 1 supports the un-factored dead load of 1.4 kips/ft and live load of 1.5 kips/ft. The dead load does not include the self-weight of the beam. The material properties are as follows: fc’=3000 psi; fy=60,000 psi. Design the shear reinforcement (stirrups). Plot the stirrups distribution along the span of the beam. DL= 1.4 kips/ft ; L2=1.5 kips/Ft * 75 Sz=7 X * b=3616. hr-6in k ) انا امه hw-lain + * bw=12 in
1.Design reinforcement for a rectangular R.C. beam 250mm wide simply supported over an effective span of 4m loaded with service load of 50kN/m including self weight. 2.A simply supported rectangular beam 230mmX415mm (eff..) is subjected to a factored shear of 150kN. Find spacing of 8mm dia. 2 legged Fe 415 steel grade stirrups if beam is reinforced with 0.85% steel. Take M20 concrete grade.
A simply supported beam has a span of 10 ft, a depth of 18 in., and a width of 12 in. The beam is concrete with f'c = 4000 psi. Find the maximum factored load that this beam can support. Also check the shear capacity and flexural capacity.
A T-beam with a simply supported span of 6m is subjected to a concentrated live load as shown in Figure: the cross-sectional details are given in Figure. Design the beam for shear assuming f-40 MPa, fsy,f 500 MPa 700 kN 1000 100 800 828 8N28 70 300 do Consider unit weight of concrete- 25 kN/m3 A T-beam with a simply supported span of 6m is subjected to a concentrated live load as shown in Figure: the cross-sectional details are given...
Figure 2 shows a simply supported beam and the cross section at mid span. The beam supports a uniform service (unfactored) dead load consisting of its own weight plus 1.4 kips/ft and a uniform service (unfactored) live load of 1.5 kips/ft. The concrete strength is 3500 psi, and the yield strength of the reinforcement is 60,000 psi. The concrete is normal-weight concrete. For the midspan section shown in Figure 2, compute фМп and show that it exceeds Mu. WD 1.4...