Select the lightest W12 for the conditions described, using Fy = 50 ksi and Fu =...

Select the lightest W12 for the conditions described, using Fy = 50 ksi and Fu = 65ksi. Show calculations to select trial sizes and check for Gross Section Yielding and Tensile Rupture. Assume the member is to have two lines of 7/8" bolts in each flange. use LRFD method PD= 225 PL=150 Length= 28'

Expert Solution

Ally Wells answered 8 months ago

Design the lightest W16 tension member section of steel of Fy= 50 ksi, Fu= 65 ksi...

Design the lightest W16 tension member section of steel of Fy= 50 ksi, Fu= 65 ksi to support a tensile service dead load PD = 270 k and a tensile service load PL= 220 k. the member is to be 53 ft. long the member is to have two lines of bolts in each flange for 7/8-in bolts (there are three in a line 4 in on center). At the end you should make the necessary checks. ACI Code

Select the lightest W10 section. Using Fy=50ksi and Fu= 65ksi to select trial sizes and check...

Select the lightest W10 section. Using Fy=50ksi and Fu= 65ksi to select trial sizes and check for Gross Section Yielding and Tensile Rupture. Assume the member is to have two lines of bolts in each flange. (use ASD method) Pd - dead load = 225 ksi Pl - live load = 150 ksi L - member length = 28 ft Bolt diameter = 7/8 in Select the lightest W12 not W10.

In an industrial project, a designer wants to use W16x57, Fy = 50 ksi, of various...

In an industrial project, a designer wants to use W16x57, Fy = 50 ksi, of various heights, as columns. All columns will have fixed ends at the top and bottom (K=0.5). Note that tables for W16 are not available in the Steel Manual, as it is a special use. Use formulas, for Euler’s buckling stress; and for short and long columns, given in the PowerPoint. Use radius of gyration, ry, of 1.60 inches. Calculate the design strength, FC PN, (Kips)...

In an industrial project, a designer wants to use W16x57, Fy = 50 ksi, of various...

In an industrial project, a designer wants to use W16x57, Fy = 50 ksi, of various heights, as columns. All columns will have fixed ends at the top and bottom (K=0.5). Note that tables for W16 are not available in the Steel Manual, as it is a special use. Use formulas, for Euler’s buckling stress; and for short and long columns, given in the PowerPoint. Use radius of gyration, ry, of 1.60 inches. Calculate the design strength, FC PN, (Kips)...

A square tied column with f’c=5 ksi and steel with fy=60 ksi sustains an axial load...

A square tied column with f’c=5 ksi and steel with fy=60 ksi sustains an axial load of 225 kips dead load and 375 kips live load and a bending moment of 110 kip-ft dead load and 160 kip-ft live load. Determine the minimum size column and its reinforcement.

Select the lightest W-section for bending, Cb=1 MD = 60 k-ft ML = 40 k-ft Fy=...

Select the lightest W-section for bending, Cb=1 MD = 60 k-ft ML = 40 k-ft Fy= 50 ksi Lb=10ft

Consider a W30x99 beam (Fy = 60 ksi) that is simply supported, 30 ft. long, and...

Consider a W30x99 beam (Fy = 60 ksi) that is simply supported, 30 ft. long, and subjected to a point load at the midspan. The point service load consists of 60% live load and 40% dead load. Lateral supports exist at the ends only. Design code to comply with: 2016 AISC LRFD. (a) Determine the maximum point service load P for strong-axis bending assuming Cb = 1.0. (b) Redetermine the maximum point service load P for strong-axis bending considering proper...

Match the system with the conditions described. are purple when using the Gram staining technique ...

Match the system with the conditions described. are purple when using the Gram staining technique [ Choose ] Gram negative Gram-negative neither cell type Gram positive both cell types contains endotoxins as part of cell wall structure [ Choose ] Gram negative Gram-negative neither cell type Gram...

Use LRFD and select the lightest C6 channel to be used as a tension member to...

Use LRFD and select the lightest C6 channel to be used as a tension member to resist the following service loads: The service dead load of 20 kips and service live load of 32 kips. The member is 12 ft long. The member will be connected by a transverse weld at the end of the channel only.

Using the horizontal analysis of the balance sheet, identify the significant trends FY 2015 FY 2014...

Using the horizontal analysis of the balance sheet, identify the significant trends FY 2015 FY 2014 $ Change % Change FY 2013 $ Change % Change ASSETS Cash and cash equivalents $ 4,046 $ 2,210 $ 1,836 83.08% $ 670 $ 1,540 229.85% Inventory 8,601 8,790 $ (189) -2.15% 8,278 $ 512 6.19% Assets of discontinued operations 322 1,333 $ (1,011) -75.84% 793 $ 540 68.10% Other current assets 1,161 1,754 $ ...

Question

Select the lightest W12 for the conditions described, using Fy = 50 ksi and Fu =...

Solutions

Expert Solution

Related Solutions

Design the lightest W16 tension member section of steel of Fy= 50 ksi, Fu= 65 ksi...

Select the lightest W10 section. Using Fy=50ksi and Fu= 65ksi to select trial sizes and check...

In an industrial project, a designer wants to use W16x57, Fy = 50 ksi, of various...

In an industrial project, a designer wants to use W16x57, Fy = 50 ksi, of various...

A square tied column with f’c=5 ksi and steel with fy=60 ksi sustains an axial load...

Select the lightest W-section for bending, Cb=1 MD = 60 k-ft ML = 40 k-ft Fy=...

Consider a W30x99 beam (Fy = 60 ksi) that is simply supported, 30 ft. long, and...

Match the system with the conditions described. are purple when using the Gram staining technique ...

Use LRFD and select the lightest C6 channel to be used as a tension member to...

Using the horizontal analysis of the balance sheet, identify the significant trends FY 2015 FY 2014...