Select the lightest W shape to support a uniformly distributed load of 1600 lb/ft ona simple...

Select the lightest W shape to support a uniformly distributed load of 1600 lb/ft ona simple span of 48 ft. Deflection is not to exceed span/240. Assume a yield stress of 50 ksi. Allowable bending stress of 22,000 psi.

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Ally Wells answered 10 months ago

Select the lightest W section to support a uniform distributed load WD=0.5 kip/ft, W=1.4 kip/ft in...

Select the lightest W section to support a uniform distributed load WD=0.5 kip/ft, W=1.4 kip/ft in addition to the section self weight. The element will be simple supported with a span of 24 ft. Use A36 (Deflection does not require to be verified).

For bending only, determine the lightest-weight W-shape to carry a uniform dead load of 4.5 kip/ft...

For bending only, determine the lightest-weight W-shape to carry a uniform dead load of 4.5 kip/ft plus the beam self-weight and a live load of 3.5 kip/ft on a simple span of 24 ft. Consider only the limit state of yielding and use A992 steel. Design by (a) LRFD

Select the lightest W section to serve as an axially loaded column 28 ft long, in...

Select the lightest W section to serve as an axially loaded column 28 ft long, in a braced frame, with additional lateral support in the weak direction at mid-height. The load to be carried is 65 kips dead load and 150 kips live load. Assume the top and bottom of the column are hinged. a) Use A992 and indicate first and second choices b) Use A572 Grade 60, indicating first and second choices

Design for flexure a beam 12 ft in length, having a uniformly distributed dead load of...

Design for flexure a beam 12 ft in length, having a uniformly distributed dead load of 1 kip/ft, a uniformly distributed live load of 1 kip/ft, and a concentrated dead load of 8.4 kips a distance of 5 ft from one support Show all the steps. (LRFD) Fy = 50k/in2 E = 29,000k/in2

Select the lightest W-section for bending, Cb=1 MD = 60 k-ft ML = 40 k-ft Fy=...

Select the lightest W-section for bending, Cb=1 MD = 60 k-ft ML = 40 k-ft Fy= 50 ksi Lb=10ft

Select a lightest American Standard Channel that will safely support a tensile dead load of R/2.5...

Select a lightest American Standard Channel that will safely support a tensile dead load of R/2.5 kN and a tensile live load of R/2.0 kN. The member is 5m long and is i to have one hole for an 18 mm bolt through each flange. Use U=0.85, A36 the AISC Specification. take R=1618

Select a lightest American Standard Channel that will safely support a tensile dead load of R/2.5...

Select a lightest American Standard Channel that will safely support a tensile dead load of R/2.5 kN and a tensile live load of R/2.0 kN. The member is 5m long and is i to have one hole for an 18 mm bolt through each flange. Use U=0.85, A36 the AISC Specification. take R=1266

Select a 12 ft cantilever beam with p = 0.012, to support a dead load of...

Select a 12 ft cantilever beam with p = 0.012, to support a dead load of 2k/f (including self weight) and Live load of 3 k/ft. fy= 60000 psi, fc'= 3500 psi (hint your answer should be Width = XXXX, Effective depth= XXXXX, Area of reinforcement = XXXXX)

1) Select the lightest section to support a axial load (DL=700 kips y LL= 300 kips)....

1) Select the lightest section to support a axial load (DL=700 kips y LL= 300 kips). The element is braced, so LX= 22 ft and LY= 12 ft. The end support conditions are: a) (Fixed/pinned) and it is specified to use A572 gr. 60. (verify slenderness and local buckling) b) (Fixed/Fixed) and you must use A-36

A cantilever, 2.6 m long, carryinga uniformly distributed load w along the entire length, is propped...

A cantilever, 2.6 m long, carryinga uniformly distributed load w along the entire length, is propped at its free end to the level of the fixed end. If the load on the prop is then 30 kN, calculate the value of w. Determine also the slope of the beam at the support. If any formula for deflection is used it must first be proved. E = 210GN/m2; I = 4 x 10-6m4.

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Select the lightest W shape to support a uniformly distributed load of 1600 lb/ft ona simple...

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Select the lightest W section to support a uniform distributed load WD=0.5 kip/ft, W=1.4 kip/ft in...

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