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1) For the framing plan distributed in class prepare a structural steel materials list. a. Columns are 20 feet high b. Flange width for the W 12X35 is 6.5 inches c. Flange width for the W 12X72 is 12 inches d. Column properties are in the table below the plan. 2) Determine the weight of the steel required. 3) Determine the cost of the steel needed is the unit price is $1500 per ton 4) Determine the labor and equipment cost for the framing plan given the following information on the crew size, equipment, productivity of the equipment and crew, and the labor costs. Crew size: 1 Foreman 1 Crane operator 1 Crane oiler 4 Iron Workers $35.80/hr./person Productivity: Columns Beams $48.30/hr. $37.25/hr. $21.25/hr. 1 Labor Hour/Linear foot of column/crew 1.2 Labor hours/ Liner foot of beam/crew

1) For the framing plan distributed in class prepare a structural steel materials list. a. Columns are 20 feet high b. Flange width for the W 12X35 is 6.5 inches c. Flange width for the W 12X72 is 12 inches d. Column properties are in the table below the plan. 2) Determine the weight of the steel required. 3) Determine the cost of the steel needed is the unit price is $1500 per ton 4) Determine the labor and equipment cost for the framing plan given the following information on the crew size, equipment, productivity of the equipment and crew, and the labor costs. Crew size: 1 Foreman 1 Crane operator 1 Crane oiler 4 Iron Workers $35.80/hr./person Productivity: Columns Beams $48.30/hr. $37.25/hr. $21.25/hr. 1 Labor Hour/Linear foot of column/crew 1.2 Labor hours/ Liner foot of beam/crew

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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a ,b, c and d are answered 2) the steel weights 18.61 tons 3) 18.61 * $1500= $27920 4) ??? I don’t understand 4 please.
**Steel Framing Plan** This image displays a detailed steel framing plan, indicating the layout of beams and columns in a structural design. The framing plan is organized into a grid layout with specific measurements and beam/column specifications. ### Framing Layout - The plan is divided into sections with three main column designs, labeled as **C1**, **C2**, and **C3**. - Horizontal and vertical columns are strategically placed to form a grid-like structure. - Labeling within the sections indicates beam sizes, such as **W12x35**, **W12x72**, and **W12x30**. - Overall dimensions are noted across the grid, showing spans of **12'-6"** horizontally and **25'-0"** vertically in some sections. ### Detailed Column Specifications A table is included below the plan, outlining the specifications for different column types: | Column | Size | Flange Width (in) | Depth (in) | |--------|----------|-------------------|------------| | C1 | W8 x 28 | 6.535 | 8.06 | | C2 | W12 x 40 | 8.005 | 11.94 | | C3 | W12 x 53 | 9.995 | 12.06 | - **C1** is designed with a smaller size and flange, suitable for lighter loads. - **C2** and **C3** are larger and suited for bearing more substantial weight, as reflected in their increased flange widths and depths. This plan serves as an engineering schematic for structural design, providing essential information for the construction of steel frameworks in buildings.
Transcribed Image Text:**Steel Framing Plan** This image displays a detailed steel framing plan, indicating the layout of beams and columns in a structural design. The framing plan is organized into a grid layout with specific measurements and beam/column specifications. ### Framing Layout - The plan is divided into sections with three main column designs, labeled as **C1**, **C2**, and **C3**. - Horizontal and vertical columns are strategically placed to form a grid-like structure. - Labeling within the sections indicates beam sizes, such as **W12x35**, **W12x72**, and **W12x30**. - Overall dimensions are noted across the grid, showing spans of **12'-6"** horizontally and **25'-0"** vertically in some sections. ### Detailed Column Specifications A table is included below the plan, outlining the specifications for different column types: | Column | Size | Flange Width (in) | Depth (in) | |--------|----------|-------------------|------------| | C1 | W8 x 28 | 6.535 | 8.06 | | C2 | W12 x 40 | 8.005 | 11.94 | | C3 | W12 x 53 | 9.995 | 12.06 | - **C1** is designed with a smaller size and flange, suitable for lighter loads. - **C2** and **C3** are larger and suited for bearing more substantial weight, as reflected in their increased flange widths and depths. This plan serves as an engineering schematic for structural design, providing essential information for the construction of steel frameworks in buildings.
**Structural Steel Framing Plan Instructions** 1) **Steel Materials List Preparation:** - Columns are 20 feet high. - Flange width for the W 12X35 is 6.5 inches. - Flange width for the W 12X72 is 12 inches. - Refer to the table below the plan for column properties. 2) **Steel Weight Calculation:** - Determine the total weight of the steel required for the project. 3) **Steel Cost Estimation:** - Calculate the cost of the steel needed using a unit price of $1500 per ton. 4) **Labor and Equipment Cost Calculation:** - Use the following details to determine the labor and equipment cost for the framing plan: **Crew Size and Costs:** - 1 Foreman: $48.30/hr - 1 Crane Operator: $37.25/hr - 1 Crane Oiler: $21.25/hr - 4 Iron Workers: $35.80/hr per person **Productivity Rates:** - Columns: 1 Labor Hour per Linear Foot of Column per Crew - Beams: 1.2 Labor Hours per Linear Foot of Beam per Crew
Transcribed Image Text:**Structural Steel Framing Plan Instructions** 1) **Steel Materials List Preparation:** - Columns are 20 feet high. - Flange width for the W 12X35 is 6.5 inches. - Flange width for the W 12X72 is 12 inches. - Refer to the table below the plan for column properties. 2) **Steel Weight Calculation:** - Determine the total weight of the steel required for the project. 3) **Steel Cost Estimation:** - Calculate the cost of the steel needed using a unit price of $1500 per ton. 4) **Labor and Equipment Cost Calculation:** - Use the following details to determine the labor and equipment cost for the framing plan: **Crew Size and Costs:** - 1 Foreman: $48.30/hr - 1 Crane Operator: $37.25/hr - 1 Crane Oiler: $21.25/hr - 4 Iron Workers: $35.80/hr per person **Productivity Rates:** - Columns: 1 Labor Hour per Linear Foot of Column per Crew - Beams: 1.2 Labor Hours per Linear Foot of Beam per Crew
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