3. A beam-to-column connection is shown in figure below. The beam is a wide flange beam section with the following geometry: H = 200 mm, B 200 mm, t = 15 mm and t2 20 mm. The fillet weld is along %3D the inner line of the wide flange section (denoted as shaded area) with a thickness of 10 mm. The strength of the fillet weld is 160 Mpa. An eccentric axial force is applied at the beam section. N= 150 kN and eccentricity e = 60 mm. Check the strength of the weld design. Side View of Front View of Beam-to-Column Connection Beam-to-Column Connection

3. A beam-to-column connection is shown in figure below. The beam is a wide flange beam section with the following geometry: H = 200 mm, B 200 mm, t = 15 mm and t2 20 mm. The fillet weld is along %3D the inner line of the wide flange section (denoted as shaded area) with a thickness of 10 mm. The strength of the fillet weld is 160 Mpa. An eccentric axial force is applied at the beam section. N= 150 kN and eccentricity e = 60 mm. Check the strength of the weld design. Side View of Front View of Beam-to-Column Connection Beam-to-Column Connection

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter1: Tension, Compression, And Shear

Section: Chapter Questions

Problem 1.10.8P: A suspender on a suspension bridge consist of a cable that passes over the main cable (see figure)...

See similar textbooks

Similar questions

A large precast concrete panel for a warehouse is raised using two sets of cables at two lift lines, as shown in the figure part a. Cable 1 has a length L1 = 22 Ft, cable 2 has a length L2= 10 ft, and the distance along the panel between lift points Band D is d = 14 ft (see figure part b). The total weight of the panel is W = 85 kips. Assuming the cable lift Forces F at each lift line are about equal, use the simplified model of one half of the panel in figure part b to perform your analysis for the lift position shown. Find the required cross-sectional area AC of the cable if its breaking stress is 91 ksi and a factor of safety of 4 with respect to failure is desired.
A suspender on a suspension bridge consist of a cable that passes over the main cable (see figure) and supports the bridge deck, which is Far below. The suspender is held in position by a metal tie that is prevented from sliding downward by clamps around the suspender cable. Let P represent the load in each part of the suspender cable, and let represent the angle of the suspender cable just above the tie. represent the allowable tensile stress in the metal tie. (a) Obtain a formula for the minimum required cross-sectional area of the lie. (b) Calculate the minimum area if P = 130 kN, = 75°, and allow=80 .
A spherical tank of diameter 48 in. and wall thickness 1.75 in. contains compressed air at a pressure of 2200 psi. The tank is constructed of two hemispheres joined by a welded seam (see figure). (a) What is the tensile load/ (lb per in. of length of weld) carried by the weld? (b) What is the maximum shear stress rm2Xin the wall of the tank? (c) What is the maximum normal strain e in the wall? (For steel, assume E = 30 X 10 psi and v = 0.29.)
A steel riser pipe hangs from a drill rig. Individual segments of equal length L = 50 ft are joined to get her using bolted flange plates (see figure part b). There are six bolts at each pipe segment connection. The outer and inner pipe diameters are t2= 14 in. and d1= 13 in.; flange plate thickness tf= 1.5 in.; and boll and washer diameters are db= 1.125 in. and dn. = 1.875 in. Find the number n of permissible segments of pipe based on following allowable stresses. (a) The allowable tensile stress in the pipe is 50 ksi. (b) The allowable tensile stress in a bolt is 120 ksi. Find number of segments n for two cases: pipe hanging in air and pipe hanging in seawater.
Two aluminum plates, each having a width b = 7.5” and thickness t = 2”, are welded together as shown in the figure. Assume that a = 5.0”. Specifications require that the normal and shear stress magnitudes acting in the weld material may not exceed 40 ksi and 25 ksi, respectively. The largest axial load P that can be applied to the aluminum plates is _____ kips.
A circularbeam, 50 mm in diameter, is welded to support using a fillet weld as in the figure. Determinethe size of the weld, if the permissible shear stress is 100 N/mm2.
A 1/4 in fillet weld is to transmit a total force of 12,000 lb. If the allowable unit stress in shear on the weld is 15,800 psi, the minimum effective length of the weld must be A. 5.4 B 4.9 in C. 4.3 in D 3.9 in.
Plot the shear-stress distribution over the cross section of a rod that has a radius c. By what factor is the maximum shear stress greater than the average shear stress acting over the cross section?
P.nil 3.21 Solve for AB, BH, and HG. Use only one section cut. 12' B $9² 12 H 12' G /2' // 121 F 241 DO
The end plates of a high pressure boiler accumulator are fixed using a number of bolts of M 16 cross times 2 minus C comma space g r a d e space 5.8, with rolled threads as shown in the figure below, on which an external load P equals13 bevelled fraction numerator k N over denominator b o l t end fraction is applied. k subscript m equals4.6k subscript b. Calculate external load, P subscript m acting on the permaent connection bolts in k N units. Enter only numeric value without units.
Derive the following formula for the distancee from the centerline of the wall to the shearcenter S for the C-section of constant thicknessshown in the figure: e = [3bh2(b+2a)-8ba3] / [h2(h+6b)+4a2(2a-3h)] Also, check the formula for the special cases of achannel section (a = 0) and a slit rectangular tube(a =h/2).
The allowable unit stress in shear on a fillet weld is 13,600 psi, and the total actual length of the weld cannot exceed 3 in. If the weld must transmit a total force equal to 9600 lb, it’s size should be A. 1/2 in. B. 3/8 in. C. 5/16 in. D. 1/4 in.