Question

An A992 W21×111 is used as a column in a building to support a dead load...

An A992 W21×111 is used as a column in a building to support a dead load of 120 kips and a live load
of 300 kips. The column effective length is 22 ft for the y-axis and 33 ft for the x-axis. Determine whether the column
will support the load by LRFD.

Engineering   Civil-Engineering   
0 0
Add a commentTranscribed image text
Next >

Homework Answers

Answer #1

0 0
Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Log In

Sign Up

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
A W14x500, A992 42 ft column in a braced frame with a compressive dead load of...
A W14x500, A992 42 ft column in a braced frame with a compressive dead load of 90 kips and a live load of 270 kips. Maintaining a live load to dead load ratio of 3, determine the maximum live and dead load second-order moments that can be applied about the strong axis on the upper end when the lower end is pinned by (a) LRFD and (b) ASD [8.14-5]
A 14ft pin-ended column in a braced frame must carry a compressive dead load of 65...
A 14ft pin-ended column in a braced frame must carry a compressive dead load of 65 kips and live load of 130 kips, along with a uniformly distributed transverse dead load of 0.5 kips/ft and live load of 2.5 kips/ft. Will a W12x58, ASTM A992 member be adequate if the transverse load is applied to put bending about the strong-axis? LRFD.
Design an all-bolted double-angle connection for a W18×65 A992 beam to carry a dead load reaction...
Design an all-bolted double-angle connection for a W18×65 A992 beam to carry a dead load reaction of 15 kips and a live load reaction of 45 kips. Use 5/16 in. A36 angles and 3/4 in. A325-N bolts in standard holes. The uncoped beam is connected to the flange of a W14×109 A992 column. Design by LRFD.
Determine the LRFD design compressive strength for a W12×65 A992 column when the effective length is...
Determine the LRFD design compressive strength for a W12×65 A992 column when the effective length is 20 ft about the y axis and 40 ft about the x axis. Indicate whether residual stresses (inelastic buckling) or the initial crookedness governs.
A simply supported beam spans 20 ft and carries a uniformly distributed dead load of 0.8...
A simply supported beam spans 20 ft and carries a uniformly distributed dead load of 0.8 kips/ft including the beam self-weight and a live load of 2.3 kips/ft. Determine the required plastic section modulus and select the lightest weight Wshape to carry the moment. Consider only the limit state of yielding (Zone 1) and use A992 steel. Design by (a) LRFD and (b) ASD.
A simply supported beam spans 30 ft. and carries a uniformly distributed dead load of 3.5...
A simply supported beam spans 30 ft. and carries a uniformly distributed dead load of 3.5 kip/ft,excluding the beam self-weight. Also, in addition, a concentrated dead load of 15 kips and a concentrated live load of 25kips, both act at the center of a 30 ft span.Select the lightest-weight W-Shape to carry the load(A992 steel). Use LRFD method.
Select a W10 member (A992 steel) using LRFD that can safely resist service dead load of...
Select a W10 member (A992 steel) using LRFD that can safely resist service dead load of 100 kips and a service live load of 250 kips, if it is 16 feet long and fixed connection at both ends. Use three methods: AISC Equations E3-2 or E3-3, design table 4-1a and design table 4-14.
Select the lightest available W12 shape (A992) to support a factored axial load of 650 kips...
Select the lightest available W12 shape (A992) to support a factored axial load of 650 kips and a factored uniform transverse load of 1.0 kip/ft. Bending takes place about the strong axis only. The member length is 20 ft. and K = 1.0 typically. Sidesway is prevented.
determine the adequacy of a 12-ft long W12x40 column in a braced frame to resist a...
determine the adequacy of a 12-ft long W12x40 column in a braced frame to resist a factored axial load of 120 kips and factored moments of 125ft-kips and 55ft-kops about the x and y axis, redpectively. The column is assumed to be painted at both ends. Use ASTM A992 steel.
A beam-column made of A992 steel needs to be able to carry an axial load (P)...
A beam-column made of A992 steel needs to be able to carry an axial load (P) of 60 kips and a strong axis bending moment (Mx) of 100 kip-ft. Lc = 15 feet. Lb = 15 feet. Pick an economical member that is capable of carrying these loads.
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT