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he plate shown in the figure 2.19 has a thickness of 12 mm. Diameter of bolts is m. A 36 steel is used with Fy= 248 MPa and F, = 400 MPa. Standard nominal ho am. of 16 mm bolts = 17 mm. 12 mm 75 mm 75 mm

he plate shown in the figure 2.19 has a thickness of 12 mm. Diameter of bolts is m. A 36 steel is used with Fy= 248 MPa and F, = 400 MPa. Standard nominal ho am. of 16 mm bolts = 17 mm. 12 mm 75 mm 75 mm

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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Subject: Steel design- Bolted Steel Connection

*Use NSCP 2015 formula/guide to solve this problem

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Questions: Compute the minimum pitch "S" for which only two and one half bolts need be subtracted at any one section in calculating the net area. Compute the effective net area of the section if the reduction factor u = 0.75. Compute the allowable tensile strength of this section. 19 Problem: he plate shown in the figure 2.19 has a thickness of 12 mm. Diameter of bolts is 16 m. A 36 steel is used with Fy= 248 MPa and Fu = 400 MPa. Standard nominal hole am. of 16 mm bolts = 17 mm. 12 mm H 75 mm 75 mm 75 min 75 mm Figure 2.19 300 mm
Transcribed Image Text:Questions: Compute the minimum pitch "S" for which only two and one half bolts need be subtracted at any one section in calculating the net area. Compute the effective net area of the section if the reduction factor u = 0.75. Compute the allowable tensile strength of this section. 19 Problem: he plate shown in the figure 2.19 has a thickness of 12 mm. Diameter of bolts is 16 m. A 36 steel is used with Fy= 248 MPa and Fu = 400 MPa. Standard nominal hole am. of 16 mm bolts = 17 mm. 12 mm H 75 mm 75 mm 75 min 75 mm Figure 2.19 300 mm
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