14-9 A simple beam has an 18-ft span and a W18 x 50 section. Determine the maximum flexural stress due to two concentrated loads of 10 kips each applied at the third points of the span and a uniform load of 3 kips/ft (including the weight of the beam) over the entire length of the beam.
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- A 66-foot long plate girder must support a uniformly distributed load and concentrated loads at the one-third points. The uniform load consists of a 1.3-kipyft dead load and a 2.3 kip/ft live load. Each concentrated load consists of a 28-kip dead load and a 49-kip live load. There is lateral support at the ends and at the one-third points. Use A572 Grade 50 steel, a total depth of 80 inches, and LRFD. a. Select the girder cross section and the required spacing of intermediate stiffeners. b. Determine the size of intermediate and bearing stiffeners. c. Design all weldsA 24-ft-long simply supported wood beam sup ports three 1,200-lb concentrated loads that are located at the quarter points of the span. The allowable bending stress of the wood is 1,800 psi. If the aspect ratio of the solid rectangular wood beam is specified as h/b 2.0, determine the minimum width b that can be used for the beam. 1,200 lb 1,200 lb 1,200 lb C E 6 ft 6 ft 6 ft 6 ft Beam and loading. Cross section. O b>=7.98 in. O b>=8.10 in. O b>=9.12 in. Ob>= 5.24 in. O b>=7.67 in, O b>=6.78 in.Solve the problem below using method of section. Indicate if it’s compression or tension
- Please ans A and DDesign a simply supported beam of span 4.2 m carrying reinforce concrete floor in which top compression flange is embedded. Beam is carrying 20 kN/m dead load and 20 kN/m imposed load, resume Fe 410 grade steel.Design a welded plate girder for simply supported bridge deck bear with a clear span of 20m, subjected to the following: Dead load = 18 kN/m,Impesed load = 8 kN/m, Two moving loads = 140 kN each spaced 2.5 m apart.Assume that top compression flange of the plate girder is restrained laterally and preventedfrom rotating. Use Ex- 250 MPa. Design as an unstiffened plate girder with thin webs.
- AW460×60 steel beam is loaded as shown. Assume w - 50 kN/m, Mo - 95 kN-m, Las - 3.8 m, Lec - 1.6 m, E- 200 GPa, and I- 255 x 10° mm. (a) Determine the reaction force at roller B. Forces are positive upwards. (b) Determine the maximum positive bending moment in the span. (c) If the allowable bending stress is 210 MPa, determine the minimum acceptable section modulus for the steel beam. Mo LAB LBC Answer: (a) Ву - kN (b) Mpos kN-m (c) Smin x 10° m3Design a rectangular beam to carry a live load of 1.5 kips/ft and a dead load of 1.5 kips/ft inn addition to the beam weight for a simple span of 32 ft use an approximate steel ratio P of about 0.375 of the balanced amount and also satisfy aci table 9.5 use fc' 4000 psi fy 40.000 psi and dy=60.000 psiA plate girder cross section consists of two flanges, 11⁄2 inchesx 15 inches, and a 5⁄16-inch 3 66-inch web. A572 Grade 50 steel is used. The span length is 55 feet, the service live load is 2.0 kips/ft, and the dead load is 0.225 kips/ft, including the weight of the girder. Bearing stiffeners are placed at the ends, and intermediate stiffeners are placed at 69-20 and 12,-9,, from each end. Does this girder have enough shear strength? a. Use LRFD. b. Use ASD
- 4/47 Compute the force in member HN of the loaded truss. BE 2 m A 4/40 n L L D R Q L L F 6 m L P O N -8 panels at 3 m Problem 4/47 age to L BODJEN H M L I L L 2- J [2 m EM KA W21x50 structural steel wide-flange section is used as a simply supported beam with a span length of 15 feet. It is subjected to a single 25 kip point load five feet from the left end of the beam (this load is acting in the strong direction) and an axial tensile force of 50 kips. Compute the maximum stress on the top and bottom of the beam.Q2 A simply supported beam of cross section 280X 560 overall depth. It spans over a length of 8.5 m. The cross section of the beam has tension steel and compression steel 3-32 mm dia and 2-20 mm dia respectively. Assume the effective cover to steel as 50 mm. Dead load on the beam excluding its self-weight is 24.75 kN/m Imposed Load on the beam is 7 kN/m Take fck = 25 N/mm2 and fyk = 500 N/mm2 respectively Check whether the tension and compression steel provided is adequate to carry the given loads