60 0 O 35 60 60 60 Situation 8. The given angle bar L125x75x10 is connected to a 12 mm qusset plate using 20 mm diameter bolts as shown in the figure. All spacing indicated are in mm. Using A36 steel with Fy 248 MPa and Fu= 400 MPa, determine the following: 26. 24. Nominal tensile strength (kN) based on gross yielding. C. 617 D. 366 A. 424 B. 508 25. Effective net area of the tension member if the shear lag factor is 0.80. C. 1,136 D. 1,431 1,516 B. 1,221 Ultimate tensile strength (kN) based on tensile rupture A. 442 C. B. 340 D. 303

60 0 O 35 60 60 60 Situation 8. The given angle bar L125x75x10 is connected to a 12 mm qusset plate using 20 mm diameter bolts as shown in the figure. All spacing indicated are in mm. Using A36 steel with Fy 248 MPa and Fu= 400 MPa, determine the following: 26. 24. Nominal tensile strength (kN) based on gross yielding. C. 617 D. 366 A. 424 B. 508 25. Effective net area of the tension member if the shear lag factor is 0.80. C. 1,136 D. 1,431 1,516 B. 1,221 Ultimate tensile strength (kN) based on tensile rupture A. 442 C. B. 340 D. 303

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

1. Refer to the sketch below. a. What type of joint is shown? b. What type of weld is shown? C. Is the weld in shear or normal stress? d. Calculate the magnitude of stress in the weld. K /P= 50 Kip /P = 50 Kip 10" I 1/4"
A tension plate shown below is used to support suspended load "T". Gusset Plate- F, = 248 MPa Fu = 400 MPa %3D 200 mm a) Determine the allowable tensile capacity of the plate if L= 240 mm. (Assume weld strength is satisfactory).
Y1
Answer the following for the section at Point D Only Calculate the distributed load "w" that: Will cause the section crack Will cause the reinforcement to yield. Material Properties: F'c = 5000 psi Fy = 60000 psi Es = 29000000 psi Ln = 27 ft L wl₂² 16 wl,² 14 CD L wl,2 vl₁² 10 11 win² 16 h: 28 in A=4 in² b=14 in n d: 25 in
Subject: Steel design- Bolted Steel Connection *Use NSCP 2015 formula/guide to solve this problem *Use Handwritten
S9. Knowing that the allowable normal stress for the steel used is 150 MPa, select the most economical metric wide-flange beam to support the loading shown in Figure 9.0. 50 kN/m A D B -2.4 m- 0.8 m 0.8 m Figure 9.0 $10. Determine the average shearing stress in the web of the beam indicated and check whether the design obtained earlier for that beam is acceptable, knowing that the allowable shearing stress for the steel used is 110 MPa. Consider the beam of $9 above.
Using Table 10.2, select a column shape for an axial deadload of 400 kips and a live load of 600 kips. The unbraced height about thex axis is 16 ft and about the y axis is 4 ft. The steel is to have a yield stress of50 ksi and K is assumed as 1.0.
PLEASE ANSWER THIS QUESTION ASAP!!!
B4