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Please refer AISC 15th edition
3. A simply supported beam (W18x97) is 50-ft long and is...
Please refer AISC 15th edition 1. You are given a simply supported, uniformly loaded beam (W14x26), 20-ft long which...
Please refer AISC 15th edition
1. You are given a simply supported, uniformly loaded beam (W14x26), 20-ft long which is laterally supported and which carries a dead load of 0.5kips/ft and a live load of 1.5 kips/ft. You are to compute the maximum live load deflection and compare it with the maximum allowable live load deflection of L/360. If your live load deflection is larger than the allowable live load deflection, determine the magnitude of the moment of inertia needed...
Please refer AISC 15th edition 1. You are given a simply supported, uniformly loaded beam (W14x26),...
Please refer AISC 15th edition
1. You are given a simply supported, uniformly loaded beam (W14x26), 20-ft long which is laterally supported and which carries a dead load of 0.5kips/ft and a live load of 1.5 kips/ft. You are to compute the maximum live load deflection and compare it with the maximum allowable live load deflection of L/360. If your live load deflection is larger than the allowable live load deflection, determine the magnitude of the moment of inertia needed...
Please refer AISC 15th edition 2. Select the lightest W shape to carry a uniformly distributed...
Please refer AISC 15th edition
2. Select the lightest W shape to carry a uniformly distributed dead load of 0.5 kips/ft and a live load of 1.0 kips/ft on a simply supported span of 42 ft. Adequate lateral support is provided. The live load deflection is limited to 360, Use A572 Grade 50 steel and LRFD. (credit weight 30)
Please refer AISC 15th edition 2. Select the lightest W shape to carry a uniformly distributed dead load of 0.5 kips...
Please refer AISC 15th edition
2. Select the lightest W shape to carry a uniformly distributed dead load of 0.5 kips/ft and a live load of 1.0 kips/ft on a simply supported span of 42 ft. Adequate lateral support is provided. The live load deflection is limited to 360, Use A572 Grade 50 steel and LRFD. (credit weight 30)
1. A simply supported beam is 14-ft long and is braced only at the ends. A concentrated service live load of 55 kip...
1. A simply supported beam is 14-ft long and is braced only at the ends. A concentrated service live load of 55 kips is located at midspan of the beam. Determine whether a W14x53 is adequate for this beam? The steel is A992, use LRFD.
Q3) A simply supported beam is subjected to a uniform service dead load of 2.3 kips/ft...
Q3) A simply supported beam is subjected to a uniform service dead load of 2.3 kips/ft (excluding the weight of the beam), a uniform service live load of 3.0 kips/ft. The beam is 30 feet long, and deflection not to exceed L/360. The beam has continuous lateral support, and A992 steel is used. Is a W27 x 84 adequate?
3. Given a. W27X84 A992 Steel beam is simply supported over a 25' FT beam length. b. The compress...
Steel Design
3. Given a. W27X84 A992 Steel beam is simply supported over a 25' FT beam length. b. The compression flange of the beam is fully braced along the beam length. c. A uniformly distributed service dead load of 2.5 KLF. d. A uniformly distributed service live load of 3.5 KLF. e. A live load deflection limit of L/360. A dead live load deflection limit of L/240. f. Neglect the self-weight of the beam in all calculations. Determine: The...
Could you please use AISC steel manual for the parts needed? 15th edition. 4. The beam...
Could you please use AISC steel
manual for the parts needed? 15th edition.
4. The beam shown the Figure has lateral support only at the ends. The uniform load is a superimposed dead load, and the concentrated load is a live load. Use A992 steel and select an economical W shape. The live load deflection must not exceed L/360 (you may use the tables of Chapter 3). Also, calculate Fer for the selected W shape 25 k/ft A 15 15"...
An A992 beam, simply supported at both ends, spans 20 ft and is loaded at mid-span...
An A992 beam, simply supported at both ends, spans 20 ft and is loaded at mid-span with a dead load of 8.o kips and live load of 24.0 kips, in addition to its self-weight. Assume full lateral support and a compact section. Select the lightest weight wide-flange members with respect to bending capacity. Does the member selected in part (a), satisfy the live load deflection criteria of L/360.? Does the member selected in part (a), satisfy the live load deflection...
Please refer AISC 15th edition 4. A composite floor system consists of a 5-inch slab which...
Please refer AISC 15th edition
4. A composite floor system consists of a 5-inch slab which is supported by W14x30 beams without shoring. Fy-50 ksi, strength of concrete is 4ksi, beam spacing is 8-ft, the effective width is 81-inches, and the span is 35-ft. Construction load is 20 psf and the live load is 160 psf. Compute the maximum deflection before the concrete has cured. (credit weight 20)
Please refer AISC 15th edition
1. You are given a simply supported, uniformly loaded beam (W14x26), 20-ft long which is laterally supported and which carries a dead load of 0.5kips/ft and a live load of 1.5 kips/ft. You are to compute the maximum live load deflection and compare it with the maximum allowable live load deflection of L/360. If your live load deflection is larger than the allowable live load deflection, determine the magnitude of the moment of inertia needed...
Please refer AISC 15th edition
1. You are given a simply supported, uniformly loaded beam (W14x26), 20-ft long which is laterally supported and which carries a dead load of 0.5kips/ft and a live load of 1.5 kips/ft. You are to compute the maximum live load deflection and compare it with the maximum allowable live load deflection of L/360. If your live load deflection is larger than the allowable live load deflection, determine the magnitude of the moment of inertia needed...
Please refer AISC 15th edition
2. Select the lightest W shape to carry a uniformly distributed dead load of 0.5 kips/ft and a live load of 1.0 kips/ft on a simply supported span of 42 ft. Adequate lateral support is provided. The live load deflection is limited to 360, Use A572 Grade 50 steel and LRFD. (credit weight 30)
Please refer AISC 15th edition
2. Select the lightest W shape to carry a uniformly distributed dead load of 0.5 kips/ft and a live load of 1.0 kips/ft on a simply supported span of 42 ft. Adequate lateral support is provided. The live load deflection is limited to 360, Use A572 Grade 50 steel and LRFD. (credit weight 30)
1. A simply supported beam is 14-ft long and is braced only at the ends. A concentrated service live load of 55 kips is located at midspan of the beam. Determine whether a W14x53 is adequate for this beam? The steel is A992, use LRFD.
Q3) A simply supported beam is subjected to a uniform service dead load of 2.3 kips/ft (excluding the weight of the beam), a uniform service live load of 3.0 kips/ft. The beam is 30 feet long, and deflection not to exceed L/360. The beam has continuous lateral support, and A992 steel is used. Is a W27 x 84 adequate?
Steel Design
3. Given a. W27X84 A992 Steel beam is simply supported over a 25' FT beam length. b. The compression flange of the beam is fully braced along the beam length. c. A uniformly distributed service dead load of 2.5 KLF. d. A uniformly distributed service live load of 3.5 KLF. e. A live load deflection limit of L/360. A dead live load deflection limit of L/240. f. Neglect the self-weight of the beam in all calculations. Determine: The...
Could you please use AISC steel
manual for the parts needed? 15th edition.
4. The beam shown the Figure has lateral support only at the ends. The uniform load is a superimposed dead load, and the concentrated load is a live load. Use A992 steel and select an economical W shape. The live load deflection must not exceed L/360 (you may use the tables of Chapter 3). Also, calculate Fer for the selected W shape 25 k/ft A 15 15"...
An A992 beam, simply supported at both ends, spans 20 ft and is loaded at mid-span with a dead load of 8.o kips and live load of 24.0 kips, in addition to its self-weight. Assume full lateral support and a compact section. Select the lightest weight wide-flange members with respect to bending capacity. Does the member selected in part (a), satisfy the live load deflection criteria of L/360.? Does the member selected in part (a), satisfy the live load deflection...
Please refer AISC 15th edition
4. A composite floor system consists of a 5-inch slab which is supported by W14x30 beams without shoring. Fy-50 ksi, strength of concrete is 4ksi, beam spacing is 8-ft, the effective width is 81-inches, and the span is 35-ft. Construction load is 20 psf and the live load is 160 psf. Compute the maximum deflection before the concrete has cured. (credit weight 20)
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