8.5 A welded connection of steel plates is shown in Fig. 8.76. It is subjected to an eccentric force of 50 kN. Determine the size of the weld, if the permissible shear stress in the weld is not to exceed 70 N/mm?. (12.94 mm) 50 kN 200 100 200 Fig. 8.76

8.5 A welded connection of steel plates is shown in Fig. 8.76. It is subjected to an eccentric force of 50 kN. Determine the size of the weld, if the permissible shear stress in the weld is not to exceed 70 N/mm?. (12.94 mm) 50 kN 200 100 200 Fig. 8.76

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: The five-bolt connection must support an applied load of P = 149 kips. If the average shear stress…

Q: Punch Aluminum =4 mm d-20 mm

A: Given that t=4 mmd= 20 mmUltimate shear stress = 280 Mpa

Q: In the following structure, consider the following data: The connection at D is double and has a…

Q: Q1: A torque T=4 kN.m G of steel core 77 GPa and G of aluminum 27 GPa. Determine: (a) maximum…

A: As per our guidelines we are supposed to solve only one question if multiple questions are asked .…

Q: The steel shafts are connected together using a fillet weld as shown in the figure below. (Figure 1)…

A: Applied Torque= 63 N-m Critical section is along a-a

Q: 22) One brass bar and one steel bar are forming the setup shown below. Determine the tresses and the…

Q: A bolted lap joint is used to connect a rectangular bar to a hanger bracket, as shown in Fig.…

A: Given data, Allowable shear stress in bolt = 80MPa Diameter of bolt shank = 15 mm To find out the…

Q: The following steel member is connected to the gusset plate via two longitudinal welds. The width of…

A: Width of the member = 58 mm Length of the weld = 87 mm Yield Stress fy = 300 MPa Ultimate Stress fu…

Q: rectangular plate of dimensions gure). The plate is subjected to a c -f 12.0 MPa in the short…

Q: The pressure tank shown is fabricated from spirally-wrapped metal plates that are welded at the…

Q: The flange and web plates of the doubly symmetric built-up section are connected by continuous 10 mm…

A: Given data- weld size=10 mmMOI=7.73×106 mm4

Q: In the steel structure shown a 6 mm diameter pin is used at C and 10 mm diameter pin is used at B.…

A: Given:Diameter of pin at C is 6mmDiameter of pin at B is 10 mmRequired:Largest P applied

Q: For the connection shown, the bolt diameter is d = 15 mm. The average shear stress in the bolts…

Q: A flanged bolt coupling consists of 9-17-mm-diameter steel bolts on a bolt circle 400 mm in…

Q: The pin in the image shown below must transfer an axial tension force of 12.7 kN. Calculate the…

A: First we need to find the value of yield strength using steel through internet.

Q: afe strength of a 5/16 in. fillet weld if it's actual length is 3 1/2 in. and the allowable unit…

Q: An eccentric welded connection shown a factored load of 280 kN. Use E 70 electrodes for fillet…

A: The values and diagram given in the question are as follows: Factored load(F)=280 kN Ultimate shear…

Q: The copper pipe has an outer diameter of 50mm and an inner diameter of 30mm, If it is fixed at A and…

A: The length of bar ,L =750mmThe torques applied are 80Nmclockwise, 20Nmanti clockwise, 30Nmclcok…

Q: 4.19. Consider the two plates of equal thickness joined by two fillet welds as indicated in Fig.…

A: Step 1: Step 2: Step 3: Step 4:

Q: The double - riveted joint connects two plates which are each 3.0 mm thick, and the rivets have a…

A: Diameter of the rivet, d = 6t = 63 = 10.39 mmPitch of the rivets, p = b mmFailure strength of the…

Q: QI: Find the normal stresses at sections A-A, B-B, C-C, and, D-D for the body as shown in figure…

A: As per guidelines we are supposed to answer only first question

Q: FIGURE P1.38/39 P1.39 WP Two aluminum plates, each having a width b = 5.0 in. and a thickness t =…

A: width b = 5 inthickness t = 0.75 ina= 2 inTo find:The largest axial load P that can be applied to…

Q: Prob. 2.9-8. The steel eyebar in Fig. P2.9-8 has cross-sec- tional dimensions 25 mm x 100 mm. To…

Q: A flanged bolt coupling consists of 10-14-mm-diameter steel bolts on a bolt circle 500 mm in…

A: The given data is shown below: 10-14mm bolts on bolt circleDiameter of bolt circle=500 mm6-14mm…

Q: The steel shafts are connected together using a fillet weld as shown in the figure below. (Figure 1)…

A: T = 63 N. m

Q: Q.1. A. For a hollow steel tube with an inside diameter of 120 mm and outside diameter of 138,…

Q: 1.51 In the steel structure shown, a 6-mm-diameter pin is used at C and 10-mm-diameter pins are used…

Q: he double I-beam is fabricated by welding the three plates together as shown. Part A 50 mm 75 mm 20…

A: Shearing stress is defined as a type of stress that acts coplanar with the cross section of a…

Q: 105 GPa, ab 20.9 × 10 °C) and a steel rod (E, 200 GPa, as 11.7 x 10°C) have the dimensions shown at…

Q: In the following structure, consider the following data: The connection at D is double and has a…

Q: A flanged bolt coupling consists of 9-17-mm-diameter steel bolts on a bolt circle 600 mm in…

Q: Two forces of magnitude T, = 10kips and Tc =15kips are appl shown to a welded connection. Knowing…

A: According to given data

Q: A bracket is welded to a frame by two 10 mm fillet welds as shown in Fig., carries a load of 9 kN.…

A: The maximum shear stress is the maximum concentrated shear force in a small area. The neutral axis…

Q: A roof truss and the detail of the connection at joint B are shown in the figure. Angle sections…

A: For the given roof truss:

Q: 904. signed ed so that its cross-sectional area is reduced one-half at section E. as shown in Fig.…

A: Given Data:Cross section = 160mm2Cross section is circle=160mm dia

Q: The allowable unit stress in shear on a fillet weld is 13,600 psi, and the total actual length of…

A: Given data: P=9600 lb Permissible shear stress, PSS=13600 psi Length of weld, L=3 in. Weld size=?

Q: 1. Given the connection shown below carrying a load P = The connection consists of four pieces 20mm…

Q: BOLTED/RIVETED CONNECTION: SITUATION: In the figure, assume that a 20-mm-diameter rivet joins the…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: A bracket plate is welded to the flange of a column section I.S.H.B. 300 @ 618 N/m, as shown in Fig.…

Q: The flange and web plates of the doubly symmetric built-up section are connected by continuous 10 mm…

Q: The pressure tank is fabricated from spirally wrapped metal plates that are welded at the seams in…

Q: Pin diameter = 10 mm Gusset plate 15 kN Pin 50 mm Steel plate 6 mm thickness Column For the pin…

A: Given data: P=15 x 103 b=50 mm t=6 mm d=10 mm

Q: The pressure tank shown is fabricated from spirally-wrapped metal plates that are welded at the…

A: The pressure tank in a private water framework has three purposes. It stores water and gives water…

Concept explainers

Laws of Equilibrium

A body is said to be in equilibrium if the system of forces acting on the body tends to keep the body at rest, in other words, there is no translation motion or net torque on the body. Under such conditions, the equilibrium conditions are to be applied to analyze the condition. The branch of mechanics that deals with this condition is known as 'statics'. Under equilibrium, there are no net forces on the body.

Question

1 %AT lI. N{
A:EA
团 /
293357 >
8.5 A welded connection of steel plates is shown
in Fig. 8.76. It is subjected to an eccentric
force of 50 kN. Determine the size of the
weld, if the permissible shear stress in the
weld is not to exceed 70 N/mm?.
[12.94 mm)
50 kN
200
100 200
Fig. 8.76
8.6 A welded joint, as shown in Fig. 8.77, is
subjected to an eccentric load of 2500 N.
Find the size of the weld, if the maximum
shear stress in the weld is not to exceed
S0 N/mm'.
(6.4 mm)
2500 N
x 50
II

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step 5

Trending now

This is a popular solution!

Step by step

Solved in 5 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

WELDED CONNECTIONS: THE BRACKET SHOWN IN THE FIGURE IS WELDED ON ONE SIDE OF A STEEL COLUMN WITH 800 mm OF 6 mm FILLET WELD. DETERMINE THE MAXIMUM SHEAR STRESS ON THE WELD.
a steel tube sandwiched between two rods, one of aluminum and the other of bronze, and as shown in Fig. 110 - P. The axial loads indicated. Calculate the maximum value of P so that the stress does not exceed in aluminum, MPa 80, in steel 150 MPa, and in bronze 100 MPa.
A fillet-welded joint is shown in the figure. The size of the weld is 8 mm. Safe stress in the weld is 110 N/mm². What is the safe force (to the nearest magnitude) to which the weld can be subjected? -80mm- 60 mm
A rigid bar ABCD is supported by two bars as shown in the figure. There is no strain in the vertical bars before load P is applied. After load P is applied, the normal strain in rod (1) is -1350 µm/m. Determine the normal strain in rod (2) if there is a 1-mm gap in the connection at pin C before the load is applied. A 240 mm B (1) O 1281 um/m O 1877 µm/m O 1141 µm/m O 1358 µm/m O 999 µm/m 360 mm (2) Rigid bar 900 mm C 140 mm, 1,500 mm
A cylindrical pressure tank is fabricated by butt-welding 19 mm-thick plate with spiral seam shown below. The pressure in the tank is 2.76 MPa, and an axial load of 133.5 KN is applied to the end of the tank through a rigid bearing plate. Determine the normal stress and shearing stress perpendicular to the weld. 133.5 KN 1.2 m I.D. Rigid plate how to
A steel plate is used to connect a column and beam as shown in Fig. 3. The connection betweenthe beam and the plate is fillet welds. Given Q=150kN and Mx= -5kN-m (applied at centriod ofthe welds between the beam and the plate), determine maximum shear stress in the welds betweenthe beam and the plate.
Aluminum Bronze Steel 2P 3P P 4P - - 1.0 m 0.8 m FIG. P2.16 2.16 A compound bar consisting of bronze, aluminum, and steel segments is loaded axially as shown in the figure. Determine the maximum allowable value of P if the change in length of the bar is limited to 2 mm and the working stresses pre- scribed in the table are not to be exceeded. A (mm²) E (GPa) G, (MPa) Вronze 450 83 120 Aluminum 600 70 80 Steel 300 200 140
Determine the shear lag factor of the connection shown in the figure. o o o o Answer:
For the beam shown in Figure (1), determine: a) The stresses in rods AB and BC. The cross-sectional area of rod AB is 155 mm2, and for BC is 200 mm?. b) The average shear stress in bolt at pin A. 1500 N S5 15 m 600 N/mt m- -3 m- Figure (1)
A steel latch is 6 mm thick. A force F of 3000 N is uniformly distributed as shown below. Do not consider the stress concentration! a) Determine the principal stresses at Scction B-B?. b) Determine the principal stresses at point A? 3 kN Y R30 L, A 125 09
2. Two 115-mm wide by 15-mm thick steel plates are welded as shown. The load P = 135 kN is concentrically applied and B= 25°. For the xy directions shown, determine a) b) The normal stress or acting perpendicular to the weld; The shear stress try' acting parallel to the weld; Sketch the state of stress to represent results from a) and b) above. В P 2² 115 mm. P
The yoke-and-rod connection is subjected to a tensile force of 5 kN. Determine the average normal stress in each rod and the average shear stress in the pin A between the members. 40 mm P kN 30 mm A 25 mm P kN