Question

a simply supported beam shown has a span length of 16 ft. the beam is laoded with to concentrated service live loads of 40 kips and 80 kips as shown. if lateral support is provided only at both ends, select the lightest w section of A992 steel that can carry these applied loads. neglect the weight of the beam.

***Need this answered ASAP please***

***Please show ALL steps***

steel design - please show what tables the values come from. thank you!

Problem 2 A simply supported beam shown has a span of 16 ft. The beam is loaded with two concentrated service live loads of 40 kips and 80 kips as shown. If lateral support is provided only at both ends, select the lightest W section of A992 steel that can carry these applied loads. Neglect the weight of the beam (30 points) 80* 40 4. 4. 4

0 0
Add a comment Improve this question Transcribed image text
Answer #1

Answer :

Reaction at left end of beam be able to be strong-minded from instant balance of right support.

response at left hold up = [(40*4)+(80*12)]/16 = 70 kips

Reaction at correct support=80+40-70=50 kips

uppermost moment in ray will be at the point where 80 kips load is drama

utmost moment in beam=70*4=280 kip-ft

LRFD level moment inside beam = 1.6*280=448 kip-ft

unbraced distance end to end of beam=16 ft

From beam table 3-2 of AISC, the lightest ray that has ability better than 448 kip-ft for unbraced distance end to end of 16 ft is W24x68. The immediate capapcity of W24x68 for unbraced length of 16 ft = 664-(664-404)/(18.9-6.61)*(16-6.61) = 465.3 kip-ft

Add a comment
Know the answer?
Add Answer to:
a simply supported beam shown has a span length of 16 ft. the beam is laoded...
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

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
  • An A992 beam, simply supported at both ends, spans 20 ft and is loaded at mid-span...

    An A992 beam, simply supported at both ends, spans 20 ft and is loaded at mid-span with a dead load of 8.o kips and live load of 24.0 kips, in addition to its self-weight. Assume full lateral support and a compact section. Select the lightest weight wide-flange members with respect to bending capacity. Does the member selected in part (a), satisfy the live load deflection criteria of L/360.? Does the member selected in part (a), satisfy the live load deflection...

  • Please answer and do not copy another solution 4. A simply supported beam is given below....

    Please answer and do not copy another solution 4. A simply supported beam is given below. A movable (crane) concentrated load of 50kips may be placed anywhere along the span, in addition to a uniform live load of 2 kips/ft. Select a W-section for the beam if lateral support is provided only at the beam supports. Hint: make use of influence lines to determine where to place the live loads. You may ignore beam self weight. Steel is A992. 30'

  • 14.54 A simply supported rectangular beam with a span of 6 ft has a concentrated load of 4.1 kip ...

    14.54 A simply supported rectangular beam with a span of 6 ft has a concentrated load of 4.1 kip at midspan. Se- lect the lightest rectangular wood beam that can safely support the loads (neglect the weight of the beam). The allowable stress in bending is 1200 psi and in shear parallel to the grain 100 psi 14.54 A simply supported rectangular beam with a span of 6 ft has a concentrated load of 4.1 kip at midspan. Se- lect...

  • 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?

  • 16.6a) A simply supported beam is to span 15 ft. It will support a uniformly distributed load of ...

    16.6a) A simply supported beam is to span 15 ft. It will support a uniformly distributed load of 2 kips/ft over the full span and a concentrated load of 60 kips at mid-span. What is the required plastic section modulus Zx? (Include self-weight) 16.6b) A simply supported beam is to span 15 ft. It will support a uniformly distributed load of 2 kips/ft over the full span and a concentrated load of 60 kips at mid-span. Deflection is not to...

  • The 24 ft beam shown is laterally braced at the ends and at the centerline of...

    The 24 ft beam shown is laterally braced at the ends and at the centerline of the beam span. The beam supports two concentrated live loads of 15 kips at the / and points. Assume 50 ksi steel and use a calculated value of Cb. You may neglect the beam self-weight. Select the lightest W-shape. As part of your answer indicate the following: Problem 3 (20 points) Member selected W X Cb Mu DMa PL PL 12 ft 6 ft...

  • A simply supported inverted T-beam has a clear span ln = 32 ft and is subjected...

    A simply supported inverted T-beam has a clear span ln = 32 ft and is subjected to its own weight and the point loads P as shown. The point load P consists of a service dead load of 16 kips and a service live load of 28kips. Design #3 vertical stirrups for the beam (ignore any torsional effects). Assume d = 41.5 in., ƒc’ = 4,000 psi, and ƒy = 60,000 psi. 1. A simply supported inverted T-beam has a...

  • 1. A simply supported beam is 14-ft long and is braced only at the ends. A concentrated service live load of 55 kip...

    1. A simply supported beam is 14-ft long and is braced only at the ends. A concentrated service live load of 55 kips is located at midspan of the beam. Determine whether a W14x53 is adequate for this beam? The steel is A992, use LRFD.

  • 3. Given a. W27X84 A992 Steel beam is simply supported over a 25' FT beam length. b. The compress...

    Steel Design 3. Given a. W27X84 A992 Steel beam is simply supported over a 25' FT beam length. b. The compression flange of the beam is fully braced along the beam length. c. A uniformly distributed service dead load of 2.5 KLF. d. A uniformly distributed service live load of 3.5 KLF. e. A live load deflection limit of L/360. A dead live load deflection limit of L/240. f. Neglect the self-weight of the beam in all calculations. Determine: The...

  • Figure 2 shows a simply supported beam and the cross section at mid span. The beam...

    Figure 2 shows a simply supported beam and the cross section at mid span. The beam supports a uniform service (unfactored) dead load consisting of its own weight plus 1.4 kips/ft and a uniform service (unfactored) live load of 1.5 kips/ft. The concrete strength is 3500 psi, and the yield strength of the reinforcement is 60,000 psi. The concrete is normal-weight concrete. For the midspan section shown in Figure 2, compute фМп and show that it exceeds Mu. WD 1.4...

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
ADVERTISEMENT