Question

In: Civil Engineering

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

Solutions

Expert Solution


Related Solutions

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)
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.
Determine the lightest section W14 available to carry a service dead load of 150 kips and...
Determine the lightest section W14 available to carry a service dead load of 150 kips and a service live load of 250 kips. The effective length of the column about both axes is 15 ft. Use A992 steel. (10 points)
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
Determine the maximum live load that a column W14x193 could support if the dead load is...
Determine the maximum live load that a column W14x193 could support if the dead load is ten times the live load. Use A-36 with K=1 and L=22 ft.
Use LRFD and select the lightest C6 channel to be used as a tension member to...
Use LRFD and select the lightest C6 channel to be used as a tension member to resist the following service loads: The service dead load of 20 kips and service live load of 32 kips. The member is 12 ft long. The member will be connected by a transverse weld at the end of the channel only.
Select the lightest W14 section to carry an axial compression of P = 100 kips dead...
Select the lightest W14 section to carry an axial compression of P = 100 kips dead load, and 140 kips live load; along with a strong axis bending moment of 125 kip-ft dead load and 325 kip-ft live load. Assume the moment acts along the entire 15 foot length of the member, and the ends are pin-pin connections.
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
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT