Example 8.7 An ISA 200x100×10 angle L03 is welded to a steel plate by means of fillet welds as shown in Fig. 8.17. The angle is subjected to a static force of 150 kN and the permissible shear stress for the weld is 70 N/mm. Determine the lengths of weld at the top and bottom.

Example 8.7 An ISA 200x100×10 angle L03 is welded to a steel plate by means of fillet welds as shown in Fig. 8.17. The angle is subjected to a static force of 150 kN and the permissible shear stress for the weld is 70 N/mm. Determine the lengths of weld at the top and bottom.

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: Q- What is the nearest magnitude of strength of a 6 mm fillet weld of 100 mm length made between two…

A: Given data: A 6 mm fillet weld of 100 mm length. Made between two flats each 10 mm thick. The…

Q: Delermine the average normal stress in the aluminum due to this loading The A-36 steel pipe in…

A: Determine stress in steel and aluminium

Q: A 100x100x10mm angle is to be welded to a gusset plate. The angle carries a load of 200 kN applied…

A: weld size = 8 mmload =200 kN Fu = 483.33 MPaAllowable shearing stress through throat of weld = 145…

Q: O A fillet -welded joint of 6mm size is shown in the figure. the welded surfaces meet at 60-90…

Q: The light rigid bar ABCD shown Is pinned at C and connected to two vertical rods. The bar was…

Q: Determine the tensile strength of the welded A992 WT4×20. WT4 × 20 PL - Transverse weld

A: Given:- The steel section used = WT 4×20 The steel used = A992 To determine:- The tensile strength…

Q: Using a lug angle, design a suitable riveted end connection for an angle ISA 100100,12 mm thick to…

A: Steel structures are formed by connecting available standard sections. Connections form an important…

Q: In a fillet weld, the direct shear stress and bending tensile stress are 50 MPa and 150 MPa…

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

Q: Q.2: A rectang steel. The bar hole drilled th axial loading Using ASTM m estimate the cycles. Taken

A: Given- Cycle- 60,000 Sut= 64 Width of bar= 50mm Thickness= 8mm Hole= 10mm Notch sensitivity, q= 0.8…

Q: Q- A fillet weld of size 6mm used to weld a plate of width 75mm to gusset plate to transfer a…

A: A fillet weld-Size = 6 mm Plate width = 75 mm to gusset plateFactored load = 120kN, Site weld and…

Q: Q3. A solid shaft was made of alloy steel, it was welded to a flat plate by a specific size of…

Q: he bolt and its head are circular in cross-section with diameters as shown. hey are made of a…

A: Allowable force is generally the maximum stress that can be safely applied to a bolt structure.…

Q: Two plates of dimensions 150 mm x 16 mm and 150 mm x 12 mm at their welding edges are joined by butt…

A: Given data- Plates dimensions- 150 mm×16 mm &150 mm×12 mm. Permissible tensile stress P =150…

Q: Two steel plates are lap jointed in a workshop using 6 mm thick fillet weld as shown in the figure…

A: Two steel plates are lap jointed in a workshop using 6 mm thick fillet weld The ultimate strength of…

Q: 25 mm PROBLEM 2.49 Brass core The aluminum shell is fully bonded to the brass core and the assembly…

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

Q: please

Q: A Tension member with no holes is subjected to axial loads of PD=68kN & PL=64kN.It is also subjected…

A: A Tension member with no holes is subjected to axial loads of PD=68kN & PL=64kN.It is also…

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: 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: Two plates, subjected to direct tension, each of 10 mm thickness and having widths of 100 mm and 175…

Q: 2m 3m 6o kN usmm 15mm banze rod,

Q: A bronze bar is fastened between a steel bar and an aluminum bar as shown in Fig. p-211. Axial loads…

A: Given : Stress in steel = 140 MPa Stress in bronze = 120 MPa Stress in aluminum = 80 MPa Est = 200…

Q: Design a fillet welded joint to join two plates each of thickness 10 mm and 250 mm width for 100%…

Q: A polymer cylinder (2) is clamped between rigid heads by two steel bolts (1). The steel (E = 29,000…

Q: A flat bar used as a tension member is connected to a gusset plate. Size of weld is 6 mm, with an…

Q: A flanged bolt coupling consists of six 12-mm-diameter steel bolts (Gst = 80 GPa) on a bolt circle…

Q: The equivalent stress for welding in given bracket connections would be if t = 5mm e i.e. Effective…

A: Effective throat thickness of weld te=5 mm,Fe410 steel & shop welding case,To Find-The value of…

Q: A fillet weld of size 6mm used to weld a plate of width 75mm to gusset plate to transfer a factored…

A: Size of weld = 6 mmPlate width = 75 mmFactored load = 120 kNSteel = Fe410To Find :The length of each…

Q: The equivalent stress for welding in given bracket connections would be if t = 5mm e i.e. Effective…

A: Effective throat thickness of weld te=5 mm,Fe410 steel & shop welding case,To Find-The value of…

Q: determine the stresses in the bolt and

A: Solution: Givendata, cross sectional area (alu) = 600 mm2 cross sectional area (steel) = 400 mm2 T =…

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

Q: H.W.6: A hollow circular cold-rolled bronze [G, = 6,500 ksi] tube (1) with an outside diameter of…

A: Given G1=6500ksi di = 1.25 in do=1.75 in G2=12500 ksi Allowabe stress for tube 1 = 27ksi Allowable…

Question

Example 8.7 An ISA 200×100×10 angle LO3
welds as shown in Fig. 8.17. The angle is subjected
is welded to a steel plate by means of fillet
welds as shown in Fig. 8.17. The angle is subjected
to a static force of 150 kN and the permissible shear
stress for the weld is 70 N/mm. Determine the
lengths of weld at the top and bottom.
y1
150 kN
150 kN
Y2
12
10
200
Ina
71.8
100

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:Answer

VIEW

Step 2:

VIEW

Step 3:

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 1 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

Solve and determine the design strength of a 1 - in length of a 14- in fillet weld formed by the shielded metal arc process (SMAW) and E70 electrodes with a minimum tensile strength of 70ksi. Assume that the load is to applied parallel to the weld length.
2) A solid rod with the given dimension shown in Fig. Axial loads are applied at the positions indicated. Find the f a) The max Compressive stress in the system P-60 kN Aluminum A=400 mm b) The max Tensile stress in the system P-60 kN Steel A = 500 mm² Bronze A-200 mm² 4P 2.5 m 1.5 m 2.0 m 2P
Ch 1. Answer with complete solution. Thankyou.
Steel design.
I need the answer as soon as possible
#2 will upvote to anyone who will answer
Urgent, thanks fast please
What is the nearest magnitude of strength of a 6 mm fillet weld of 100 mm length made between two flats each 10 mm thick? The allowable shear stress on the weld is 110 MPa.
b. The gusset plate shown in Figure 10 is welded to a vertical member. The gusset plate carries a load of 250 kN acting at a distance of 250 mm from the closest edge of the weld. The weld around the gusset plate is completed in two 140 mm horizontal portions and one 320 mm vertical portion. If the maximum allowable shear stress of the weld is 200 N/mm², detemine the minimum thickness of the weld required. In calculations, the second and higher order terms of the weld thickness for second moment of area calculations may be neglected. 250 kN 140 mm 250mm 140 mm Figure 10 320 mm
An unstiffened web I-section fabricated from a 10 mm thick plate by fillet welding as shown in the figure. If yield stress of steel is 250 MPa, the maximum shear load that section can is take is [2 Marks] 10 mm 300 mm 10 mm 200 mm
Q1: Choose the correct answer 1. If the control column slenderness (KL/r) for W12x72 section column equal to 47.73. The elastic critical buckling stress (F.) is a) 127.6 ksi b) 58.7 ksi c) 100 ksi 2. If the size of welding equal to 0.25" and length of weld equal to 5 then the value of ß is a) 0.8 b) 2 c) 1 3. If The tension member is a 4 in. x 3/8 in. thick rectangular bar. It is welded to a 1/2 in. thick gusset plate then the minimum size of welded is a)3/8" b) 1/2" c) none of a or b 4. If The tension member is a 4 in. x 3/8 in. thick rectangular bar. It is welded to a 1/2 in. thick gusset plate then the minimum size of welded is a)1/4" b) 7/16" c) none of a or b 5. If Fexx for used welded connector is 70 ksi then Fw is equal to b) 42 a) 18 c) 70
A thin cylinder 500 mm in diameter is made by providing a longitudinal lap joint with 8 mm shop fillet weld on two side as shown in figure. What will be the design pressure (in N/mm2) of fluid that can be allowed in the cylinder based on the strength of weld? Grade of steel used for load is Fe410. Weld