A cantilever beam 2m span carries point loads as shown. Draw the shear force and bending moment diagrams. The self weight of the beam is 400N 300 N 500 N 800 N 0.5 m- 0.7 m- 0.8 m
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- A two-axle carriage that is part of an over head traveling crane in a testing laboratory moves slowly across a simple beam AB (sec figure). The load transmitted to the beam from the front axle is 2200 lb and from the rear axle is 3800 lb. The weight of the beam itself may be disregarded. Determine the minimum required section modulus S for the beam if the allowable bending stress is 17,0 ksi, the length of the beam is 18 ft, and the wheelbase of the carriage is 5 ft. Select the most economical I-beam (S shape) from Table F-2(a), Appendix F.An I section symmetrical beamhas 200mm wide flange and overall depth of 500mm. Each flange is 25mm thickand the web is 20mm thick. Determine the maximum bending moment that should be imposed in the sectionif the tensile or the compressive stressis not to exceed 40MN/m^2 and what percentage of the moment is resisted by flange or web?Select a W- shape beam limited to a maximum depth of 23.50 in for a span of 40 ft. A 50 ksi steel is used, and the beam is assumed to have full lateral bracing for its compression flange. The nominal loads are a uniform dead load of 0.45 kip/ft and a uniform live load of 0.75 kip/ft.
- A cantilever beam having a span L of 6.0 m carries a concentrated load P=71kN, at midspan, E = 200,000 N/mm2 and Ixx = 60 x 106 mm4. Compute the end of the slope at the end of the beam using moment-area method. Show complete solution.What is the minimum steel shear area (Av in sq.mm.) of a beam 300mm wide if fc'=21MPa and fy=340? let the spacing of stirrups be equal to 220mm Pls hand written solutionA beam of I section 200 mm wide and 300mm deep with flange and web thickness 20 mm is used as a simply supported beam over a span of 7 m.the beam carries a distributed load of 5 kn/m over the whole span and a concentrated load of 20 kn at mid span determine the maximum bending stress set up and sketch the stress distribution.
- The steel beam has an allowable bending stress sallow = 140 MPa and an allowable shear stress of tallow = 90 MPa. Determine the maximum load that can safely be supported.Select the lightest-weight wide-flange beam from Appendix B that will safely support the loading. The allowable bending stress is sallow = 22 ksi and the allowable shear stress is tallow = 12 ksi.A simply supported beam 10 m long has an overhang of 1.1 m at the left support. If a highway uniform load of 12.02 kN/m and a concentrated load of 194 kN, passes thru the beam, compute the maximum positive shear (kN) based on influence line for maximum shear at mid span.
- Compute the initial deflection of the beam at midspan under service loads with the following specifications: f'c = 4000 psi, 36-inch height, depth of rebar assumed to be 3 inches less than the height, 16-inch width, 4 #9 bars (tension), Grade 60 rebar, 30' clear spans, service loads of: DL = 0.25k/ft, LL = 1.2k/ft. The DL does NOT include self-weight of the beam or of the precast concrete deck planks that have a weight of 60 PSF. The beam picks up a tributary width of 12 feet. Also, note that this beam is continuous and is the middle beam of 5 equal spans. Check the initial deflections against the ACI deflection requirements. Then calculate the long-term deflections and check those against the ACI requirements. For both situations, assume that finish materials will be attached to the beam. Last: Instead of performing a structural analysis to determine the maximum deflection in the beam, conservatively figure that the maximum deflection will be 60% of what it would have been for a…A beam 8 m span is freely supported at its ends and a udl of 40 KN/m is spread over the whole span of the heam. In addition a concentrated load of 150 KN is applied at a distance of 3 m from the left support. The section of the beam is 200 mm wide and 400 mm deep. Find the maximum bending stress induced in the beam section.The steel beam has the cross section shown. The beam length is L = 6.7 m, and the cross-sectional dimensions are d = 390 mm, bf = 205 mm, tf = 14 mm, and tw = 10 mm. Calculate the largest intensity of distributed load w0 that can be supported by this beam if the allowable bending stress is 230 MPa.