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.

Expert Solution

I hope the solution is clear.

Please do comment for further clarification.

If you find this solution helpful, Please give positive rating.

Thank you :)

Ally Wells answered 1 year ago

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 lightest W14 section to carry LRFD factored compression load of 900 kips and LRFD...

Determine the lightest W14 section to carry LRFD factored compression load of 900 kips and LRFD factored strong axis moment of 600 foot-kips.

A 16-ft long pin-pin column has to support a dead load of 100 kips and a...

A 16-ft long pin-pin column has to support a dead load of 100 kips and a live load of 280 kips. Using column selection tables from the Steel Manual select columns for the given shapes. All selections should be structurally safe and least weight. 50-ksi W-section (W10, 12, 14 only) 35-ksi pipe (standard, x-strong, xx-strong) 46-ksi rectangular HSS 46-ksi square HSS 42-ksi round HSS

A 16-ft long pin-pin column has to support a dead load of 100 kips and a...

A 16-ft long pin-pin column has to support a dead load of 100 kips and a live load of 280 kips. Using column selection tables from the Steel Manual select columns for the given shapes. All selections should be structurally safe and least weight. 50-ksi W-section (W10, 12, 14 only) 35-ksi pipe (standard, x-strong, xx-strong) 46-ksi rectangular HSS 46-ksi square HSS 42-ksi round HSS

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 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 the lightest W10 section. Using Fy=50ksi and Fu= 65ksi to select trial sizes and check...

Select the lightest W10 section. Using Fy=50ksi and Fu= 65ksi to select trial sizes and check for Gross Section Yielding and Tensile Rupture. Assume the member is to have two lines of bolts in each flange. (use ASD method) Pd - dead load = 225 ksi Pl - live load = 150 ksi L - member length = 28 ft Bolt diameter = 7/8 in Select the lightest W12 not W10.

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

Question

Select the lightest W14 section to carry an axial compression of P = 100 kips dead...

Solutions

Expert Solution

Related Solutions

Determine the lightest section W14 available to carry a service dead load of 150 kips and...

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

Determine the lightest W14 section to carry LRFD factored compression load of 900 kips and LRFD...

A 16-ft long pin-pin column has to support a dead load of 100 kips and a...

A 16-ft long pin-pin column has to support a dead load of 100 kips and a...

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

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...

Select the lightest W10 section. Using Fy=50ksi and Fu= 65ksi to select trial sizes and check...

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