Structural Steel Design (6th Edition)
6th Edition
ISBN: 9780134589657
Author: Jack C. McCormac, Stephen F. Csernak
Publisher: PEARSON
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Chapter 8, Problem 8.31PFS
To determine
The value of
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For the H-section shown, find the value of h so Ix=Iy
Using the given sections, all of A992 steel, and the plastic theory, determine the valuesof Pn and wn as indicated.
Does the column shown below have enough available strength to support the given working loads? Use ASD. Take E = 29.272 ksi, ry = 2.031 in, K = 1, Fy = 59.03 ksi, Ag = 32.79 in2
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Structural Steel Design (6th Edition)
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- Determine the shear strength for a built-up I shape made up of A709 Gr HPS 70W steel. Flanges: PL 18”x 1.5” Web: PL 36”x 5/8” Unstiffenedarrow_forwardDetermine the required Zx prismatic beam shown below using elastic and plass analysis . Loads are at midspan . Use A -36 steel and ASD . PDL = 21 kN and PLL = 8 kN . The lengths Li = 5.5m and L2 = 4.1m.arrow_forwardRigid bar ABC is supported by two aluminum alloy (E = 10,000 ksi) rods as shown below. The horizontal distance between rods (1) and (2) is a = 120 in. Rod (1) has a length of L1 = 87 in. and a cross-sectional area of A1 = 0.65 in.2. Rod (2) has a length of L2 = 84 in. and a cross-sectional area of A2 = 1.15 in.2. Rigid bar ABC is to remain horizontal under a load of P = 25 kips. Determine the distance x (in inches rounded to the nearest tenths) from joint A to the location of load P so that bar ABC remains horizontal.arrow_forward
- Using the method of sections, determine the kind and amount of stress in members. NOTE: LOAD AA= 76, LOAD BB = 72 U1U2 U1L2 L1L2 U3L3 = 20ft U2U3 U2L3 L2L3 U4L4= 15ftarrow_forwardThe rigid bar BC is supported by the steel rod AC of cross-sectional area 0.3 in2. Find the elongation (in inches) of rod AC caused by the 3088-lb load if x = 10 ft and θ = 56ᵒ. Use E = 29227 ksi for steel. Note: Round off the final answer to four decimal places.arrow_forward2. A square aluminum bar is to support a load of 65kN on a length of 4.50 m. Assume pinned ends, Determine the length of each side E-70 GPa.arrow_forward
- -If a W14 x 43 is used, is the section adequate?0 -Select the lightest W shape for the column.0arrow_forwardThe rigid bar BC is supported by the steel rod AC of cross-sectional area 0.27 in2. Find the vertical displacement (in inches and absolute value) of point C caused by the 2448-lb load if x = 9.5 ft and θ = 41.7ᵒ. Use E = 29147 ksi for steel. Note: Round off the final answer to four decimal places.arrow_forwardFrom the beam shown, fc' = 28 MPa, fy = 414 MPa, βh = 1.20, Cc = 40 mm. Take D = 25 mm diameter size. a) Determine the value of maximum spacingarrow_forward
- Perform the full design of the column shown. Use A992 steel and select a W shape.arrow_forwardThe rigid bar BC is supported by the steel rod AC of cross-sectional area 0.35 in2. Find the vertical displacement (in inches and absolute value) of point Ccaused by the 2684-lb load if x = 9.9 ft and θ = 49.3ᵒ. Use E = 29213 ksi for steel. Note: Round off the final answer to four decimal places.arrow_forwardThe steel framework is used to support the reinforced stone concrete slab that is use for an office. The slab is 200mm thick. Sketch the loading that acts BE and FED. Take a=2m, b =5. Draw FBD and use metric units.arrow_forward
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