ZuoTi.Pro
Question

4. The beam shown the Figure has lateral support only at the ends. The uniform load is a superimposed dead load, and the concCould you please use AISC steel manual for the parts needed? 15th edition.

engineering   Civil-Engineering   
0 0
Add a comment Improve this question Transcribed image text
Next > < Previous
Sort answers by oldest

Homework Answers

Answer #1

Selecr Shape Gtven 25 2 Step 4 Loads Factoved = T.2x 2 2. 4 k lt Pu -1.2 PD t 1.6 P 1.6× 25 ニ 40 k. Step 2 Reacfons ak Suppor56 X15- d.4x 15 X 1S max Mmaミ 57o t -tips 12.SMMA Clo 2.5 570) 25(E103(352. 5)+ 4(S70) t 3( 352.s) = ).22 Sbep 4 with charChecle welet Beam . (.2 x 0.100 )( 30) Mu 570 t SA8 6tkips Nu 583. S t Lips Cheec Shear i 2 to.J 30 2 Vu 40 2 2. 298 kips Zx

1 0
Add a comment
Know the answer?
Add Answer to:
Could you please use AISC steel manual for the parts needed? 15th edition. 4. The beam...
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. Our experts will answer your question WITHIN MINUTES for Free.
Similar Homework Help Questions

  • Please refer AISC 15th edition 3. A simply supported beam (W18x97) is 50-ft long and is...

    Please refer AISC 15th edition 3. A simply supported beam (W18x97) is 50-ft long and is restrained at the supports and at midspan. It carries a uniform dead load of 0.4 kips/ft plus beam weight, and a live load of 1.0 kips/ft. The steel is A992 and the method of analysis is LRFD. Determine if this shape and length is adequate to support this load. Also determine which controls: flexural strength or deflection. The limiting maximum live load deflection is...

  • Could you please use 15th edition of AISC Manual for proper solution. 4. Use A992 steel...

    Could you please use 15th edition of AISC Manual for proper solution. 4. Use A992 steel and select the lightest W12-shape for the beam-column shown in the figure below. The member is part of a braced frame, and the axial load and bending moment are based on service loads consisting of 30% dead load and 70% live load (the end shears are not shown) Bending is about the strong axis, and K= Ky=1.0. The frame analysis was performed consistent with...

  • 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 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 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)

  • 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...

  • Problem # 2 The 24-kip concentrated load shown is a service live load. Determine whether the beam...

    please show your step thoroughly! Problem # 2 The 24-kip concentrated load shown is a service live load. Determine whether the beam satisfies the AISC Specification if A992 steel is used. Lateral support is provided at the ends only. (Flexure, shear, deflection) 24k Δ4 W14 x 109 15 Problem # 2 The 24-kip concentrated load shown is a service live load. Determine whether the beam satisfies the AISC Specification if A992 steel is used. Lateral support is provided at the...

  • 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?

  • The beam shown in Figure has lateral support only at the ends. Both the uniform load...

    The beam shown in Figure has lateral support only at the ends. Both the uniform load and the concentrated load is live load. Use S355 steel and select a HEB shape. The live load deflection must not exceed L/360. Use LRFD. ? 100 kN 30 kN/m 6 m 6 m 12 m

  • Problem 3: Design of Steel Beam for Bending with Varying Unbraced Lengths Select the lightest A992...

    Problem 3: Design of Steel Beam for Bending with Varying Unbraced Lengths Select the lightest A992 steel W-shape for the beam shown below using LRFD. Only consider design (neglect shear a bracing situations: a. Continuous lateral support of the compression flange b. Lateral support at beam ends and at the point of the concentrated load c. Lateral support only at beam ends PD = 10k PL-20k WD-3.33 k/ft w, = 6.67 k/ft 10' 20' 30'

ADVERTISEMENT
Free Homework Help App
Download From Google Play
Scan Your Homework
to Get Instant Free Answers
Need Online Homework Help?
Ask a Question
Get Answers For Free
Most questions answered within 3 hours.
ADVERTISEMENT
ADVERTISEMENT
Active Questions
ADVERTISEMENT