This diagram is a detailed illustration of a gusset plate connection to a tension member using bolts. The primary focus is calculating the tension capacity of various lines through the plate. Below is a description and explanation of the components and steps involved:### Components- **Gusset Plate**: A structural component to connect beams and columns, shown here with dimensions of 12 inches in height. - **Bolts**: The diagram specifies "10 – 7/8” Bolts" used to secure the connection. - **Plate Thickness**: Labeled as \( t = \frac{1}{2}" \).- **Tension Member**: Specified as an "A36 Steel Plate", which is subject to axial tension force denoted as \( P_u \).### Dimensions and Lines- **Bolt Placement**: Bolts are placed in a staggered pattern, with horizontal distances of 3 inches between them and vertical spacing of 2 inches between each bolt.- **Lines of Consideration for Tension Capacity**: - **Line abcde (A_{n})**: A red dashed line following a staggered pattern around bolts. - **Line abfcgde (A_{n'})**: A black dashed line diverging from line 1, with extra bolting points considered. - **Line abfgde (A_{n''})**: Another staggered path considered for tension capacity. - **Yielding Consideration**: Indicated as the evaluation of yielding over the \( A_{gross} \).### Points and Areas- **Points a, b, c, d, e, f, g**: Critical points on the plate where tension lines are considered. - **Cross-sectional Areas**: - \( A_n \) (net area) and \( A_g \) (gross area) are used to evaluate the tensile strength under different failure paths.### Calculation InstructionsThe tension capacity of the various lines through the plate is to be calculated as follows:1. **Line abcde**: Analyze the net tensile area \( A_n \).2. **Line abfcgde**: Consider additional bolt holes and evaluate \( A_{n'} \).3. **Line abfgde**: Further evaluates net area with alternative bolt line \( A_{n''} \).4. **Yielding**: Determine potential yielding using the gross sectional area \( A_{

Note: As per the Bartleby guidelines the solution of first three problems is only provided. Tensile…

Answered: Tension Member A36 Steel Plate P…

Tension Member A36 Steel Plate P Calculate Tension Capacity of line abcde (A„) 1. 2. abfcgde (A) 3. abfgde (A,), and 4. Yielding over A gross

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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