Use A992 steel and select a W shape for the following beam: Simply supported with a 40-foot span, lateral support only at each end, service DL = 2k/ft, service LL is a 25-kips concentrated load at midspan. Don’t forget to check with self-weight. The live load deflection is limited to L/360. Please also check for bending capacity and shear capacity. You may use AISC Table 3-2 and/or Table 3-10 to get started for both, but you will notice that you will need to manually solve with AISC Eq.’s F2-3 and F2-4. Solve using LRFD only

Use A992 steel and select a W shape for the following beam: Simply supported with a 40-foot span, lateral support only at each end, service DL = 2k/ft, service LL is a 25-kips concentrated load at midspan. Don’t forget to check with self-weight. The live load deflection is limited to L/360. Please also check for bending capacity and shear capacity. You may use AISC Table 3-2 and/or Table 3-10 to get started for both, but you will notice that you will need to manually solve with AISC Eq.’s F2-3 and F2-4. Solve using LRFD only

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.10.7P

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Use A992 steel and select a W shape for the following beam: Simply supported with a25-foot span, continuous lateral support, service DL = 1k/ft, service LL is a 35-kips concentratedload at midspan. Don’t forget to check with self-weight. There is no limit on deflection. Pleasecheck for bending capacity and shear capacity. You may use AISC Table 3-2 to check for both.Solve using LRFD and ASD.
A W 5300*101 of Steel Section (fy= 345 MPa & fu= 450 MPa) is used as simply supported beamwith a span of 15 The dead load is the summation of the super dead load (X1=9 kN/m as uniform load) and the beam weight. In addition to the dead load, a uniform live load is applied to the beam. If the lateral support is provided at 3-meter intervals, what is the maximum service live load in kN/m that can be supported.
for the given beam, find the required area of steel both in compression and tension to ensure the beam is in tension region.Live load moment = 200 kN.m. and deadload moment = 245kN.m. Use fc = 28 mpa, fy= 415 Mpa, steel cover = 65 mm
The beam shown in Figure is a W16 x 31 of A992 steel. It supports a reinforced concrete floor slab that provides continuous lateral support of the compression flange. The service dead load is 450 /byft. This load is superimposed on the beam; it does not include the weight of the beam itself. The service live load is 550 lby/ft. Does this beam have adequate moment strength?
An ASTM A992 W-shaped column is used to carry an axial dead load of 140 kips and a live load of 420 kips. The column is 30 ft long and is pinned at the top and fixed at the bottom. Limit the size to a nominal 14-in shape. Assume the column is laterally braced at the midpoint about the y-axis. Use LRFD. What is the governing slenderness ratio of the chosen W-shaped column? Select one: a. 50.81 b. 48.65 c. 34.05 d. 72.58
Select a lightest A588 Grade 60 wide flange shape for a simply supported beam having a span length of 28 ft to support two concentrated live loads of 40 kips, each load placed 8ft from a support. Lateral supports are provided at the ends of the beam and at the load points. The maximum live load deflection must not exceed L/360.
Problem 1. A W30 x 116 beams has the top flange restrained against lateral displacement and rotation and has an unstiffened web. A point load is applied to the top flange at 2m. From the left support. The beam spans 12 m. Use A36 steel with yield strength of Fy = 248 Mpa. b. Compute the maximum value of point load that may be applied without web crippling occurring. d = 762 mm; K = 41.28 mm; bf = 266.7 mm; tf = 21.59 mm; tw = 14.33 mm
For a simply supported beam with span 5.5 m , determine the area of steel required to reinforced the beam(250*500) mm if it subjected to service dead load (including to self-weight) (15.3 kN/m) and service live load (36 kN/m) use f’c = 27.5??? & fy 414MPa
The beam shown is a W16 × 31 of A36 steel. It supports a reinforced concretefloor slab that provides continuous lateral support of the compression flange.The service dead load is 2 kN/m. Assume weight of the beam is included. Theservice live load is 4 kN/m. Does this beam have adequate moment strength?Length = 5.15 m
An A36 W14X605 simply supported steel beam with span L=13.2m carries a concentrated service liveload “PLL” at midspan. The beam is laterally supported at supports and its midspan. Consider its beam selfweight to be its service deadload, “w” (use ASEP steel manual for selfweight, w and other section properties). Calculate the maximum service PLL that the beam can carry based on shear requirement using LRFD? Express your answer in KN in 2 decimal places.
A Wx35 steel column has an unsupported height of 6m. Use A36 steel with Fy = 248 MPa and E = 200,000 MPa. A = 6634 rx=88.9 mm ry = 51.56 mm Determine the safe axial load if one end is fixed and the other is pinned.
The beam in the figure carries a uniform load of 20 kN/m including its own weight, a concentrated load of 400 kN at 2.4 m from the left support and another concentrated load at 280 kNat 1.2 m from right end. The beam is laterally unsupported except at the two vertical ends. The beam is to be made of W 16 x 77. Use AISC Specifications for A36 steel Fy= 248.69 MPa. a. Determine the maximum bending moment of the beam. b. Determine the maximum or actual flexural stress of the beam. c. Determine the allowable flexural stress of the beam. d. Is it safe to use the said steel as beam? Why?