7. An angle ISA 150 x 75 x 10 mm thick, steel tension member is connected by its long leg to a 10 mm gussset plate. Use 6 mm fillet weld on the toe and the back. Take the allowable unit shearing stress for weld metal as 112.5 N/mm². In the welded joint find the force taken by the weld on the back. lation:

7. An angle ISA 150 x 75 x 10 mm thick, steel tension member is connected by its long leg to a 10 mm gussset plate. Use 6 mm fillet weld on the toe and the back. Take the allowable unit shearing stress for weld metal as 112.5 N/mm². In the welded joint find the force taken by the weld on the back. lation:

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 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: The member is connected to a gusset plate with 10 inch longitudinal welds. Fin el shape to carry the…

Q: Determine the maximum resultant stress on the 20mm fillet weld. L1 = 200mm, L2 = 250mm & L3 =…

A: Answer:

Q: A welded bracket connection shown below carries a load P. If the thickness of the weld is 8 mm. If P…

A: Thickness of Weld = 8 mm P= 180 KN A welded bracket connection is a type of joint in which a bracket…

Q: The five-bolt connection shown must support an applied load of P = 400 N. The thickness of the axial…

A: P = 400 kN t = 1 mm b = 16 mm

Q: Q-A 16 mm thick gusset plate is connected to the 12mm thick flange plate of an I-section using…

Q: Design an unequal angle section to serve as a tie member of 1.6 m length in a roof truss. It has to…

Q: Knowing that P=(4a) kN, Tallow.=60 MPa, Oallow.compressive =140 MPa, a) Find the diameter (d) of the…

A: It is Given that, P = 42 KN ( as it is Mentioned in the Question) Allowable Tensile…

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: Determine the shear Load that act on the fillet weld that joining two plates together if the working…

A: To find- Shear load

Q: 2. A staggered riveted connection has rivets arranged as shown. Diameter of rivet is 28 mm. Use…

Q: with the same distribu pattern. y express the lets. 8 Weld (C) Now, we weld the two sections to form…

Q: The allowable unit stress in shear on a fillet weld is 15,000 psi, and the total actual length of…

Q: True or FALSE ?? In the analysis of line welds, the variable Ju has dimensions of length cubed

A: For analysis of line welds loaded in torsion, the quantity Ju is used, which is the unit second…

Q: The two wooden boards are connected by a 0.7 in. diameter bolt. Washers are installed under the head…

A: Given data The diameter of the bolt = 0.7 in The outer diameter of washer (D) = 2.4 in The inner…

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: The vertical force P acts on the top of the post. Please determine the distance d at which the load…

Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

1. An angle ISA 150 x 75 x 10 mm thick, steel tension member is connected by its long leg to a 10 mm gussset
plate. Use 6 mm fillet weld on the toe and the back. Take the allowable unit shearing stress for weld metal
112.5 N/mm². In the welded joint find the force taken by the weld on the back.
tion:

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

VIEW

Step 2

VIEW

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 3 images

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

Problem 2: The 16 mm - thick rectangular plate shown is to be connected to a gusset plate with w = 6.35 mm SMAW fillet welds. E70 electrodes are used. Calculate (kN) the design and allowable strength of the connection based on the strength of the welds. Use a = 75 mm, b = 50 mm, c = 150 mm, d = 100 mm. P a b a W Gussetplate ·c+d PL
In the two-peg of a dummy level, the following observation are taken. Rod Reading on A Rod Reading on B INSTRUMENT SET UP NEAR A 3.463 0.821 INSTRUMENT SET UP NEAR B 4.125 1.307 What is the difference in elevation between A and B? If the line of sight is not in adjustment, determine the correct rod reading on A with the instrument still set up at B. If the line of sight is not in adjustment, determine the correct rod reading on B with the instrument still set up at A.
T'he pin is made of a material having a failure shear stress of Tail = 100 MPa. Determine the minimum required diameter of the pin to the nearest mm. Apply a factor of safety of F.S. = 2.5 against shear failure. %3D 80 kN
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"
The single shear connection consists of six 26-mm-diameter bolts. If the ultimage strength of the bolts is 720 MPa, determine the factor of safety for the connection at an applied load of P= 570 kN. P=570 kN
Design an unequal angle section to serve as a tie member of 1.6 m length in a roof truss. It has to carry an axial load of 118 kN. The gusset plate is connected to the longer leg of the angle. Also design the fillet weld. Permissible stress in weld = 108 N/mm² Permissible stress in axial tension = 150N / m * m ^ 2 Thickness (t), sectional area (A), weight/m run (w), distance of centres of gravity along x-axis and y-axis. cx and cy maximum and minimum radius of gyration f max and r min are given for some angles for design.
Derive the maximum steel ratio and the recommended rteel ratio fe' O.856 fy Po-004 3 0.85 fc' pooos= 0-85
The five-bolt connection shown must support an applied load of P = 300 N. The thickness of the axial member: = 1.5 mm. and the width = 18 mm If the ultimate shear stress in the bolts must be limited to 265 MPa with F.O.S = 3.7 . And the ultimate normal stress in the axial member = 250 MPa, with F.O.S = 2.8 , And the ultimate bearing stress in the axial member = 110 MPa, F.O.S = 2.5 Determine the minimum bolt diameter that may be used in the connection
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
3) will upvote anyone who will answer
Please answer the questions on the picture and draw free-body diagram make sure you show all of your work, Thank you for your help!
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