Applied Statics and Strength of Materials (6th Edition)
6th Edition
ISBN: 9780133840544
Author: George F. Limbrunner, Craig D'Allaird, Leonard Spiegel
Publisher: PEARSON
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Chapter 19, Problem 19.26SP
The welded connection shown is subjected to an axial tensile load P of 100,000 lb. Calculate the minimum size fillet weld required the length L is 7 in. Assume an E70 electrode.
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3.) The diagram below shows a 5.5m long double angle brace which is connected by
6mm welding connection. The length of weld shown in the picture is 300 mm on the
top and 100 mm on the bottom. The 2-L127x 89x6.4 are 300W steel and long leg
back-to-back. The braces are to be welded to a 12 mm 350W steel gusset plate.
Determine the factored tensile capacity of the angles. Any intermediate connections
that are required should also be specified.
740 kN
-12 mm Gusset Plate
The weldment shown in the figure is subjected to a static force of 100 kN. The hot-rolled
steel bar has a thickness h=6 mm and is of AISI 1015 HR steel. The vertical support is AISI
1015 HR steel. The electrode is given in the table below. Use the welding code method.
(a) is the weld metal strength satisfactory?
(b) Is the attachment strength satisfactory?
h
h=6 mm b=60 mm d=90mm electrode=E6010
|-b-
h
F
4. A steel cylindrical vessel 2m in diameter has a wall thickness of 20 mm. the
longitudinal join of material is welded with a tensile strength (UTS) of 130 MPa
and the plate material has a UTS of 200 MPa. The vessel has a working pressure of
0.6 MPa. Calculate (a) the efficiency of the weld (b) the stress at the welded seam
(c) safety factor of the vessel.
Chapter 19 Solutions
Applied Statics and Strength of Materials (6th Edition)
Ch. 19 - Prob. 19.1PCh. 19 - Rework Problem 19.1 assuming a bearing-type...Ch. 19 - Rework Problem 19.1 assuming a bearing-type...Ch. 19 - Compute the allowable tensile load for the...Ch. 19 - Rework Problem 19.4 assuming a bearing-type...Ch. 19 - Rework Problem 19.4 assuming that the bolts are 34...Ch. 19 - Select the number and arrangement of 34 in....Ch. 19 - Calculate the allowable tensile load for the...Ch. 19 - In the connection shown, 14 in. side and end...Ch. 19 - Design the fillet welds parallel to the applied...
Ch. 19 - A fillet weld between two steel plates...Ch. 19 - Design an end connection using longitudinal welds...Ch. 19 - Calculate the allowable tensile load for the butt...Ch. 19 - Calculate the allowable tensile load for the lap...Ch. 19 - Calculate the allowable tensile load for the butt...Ch. 19 - Rework Problem 19.10 assuming that both plates are...Ch. 19 - Rework Problem 19.12 assuming that the angle is an...Ch. 19 - Two ASTM A36 steel plates, each 12 in. by 12 in. ,...Ch. 19 - Rework Problem 19.20 changing the fasteners to 34...Ch. 19 - Calculate the minimum main plate thickness for the...Ch. 19 - A roof truss tension member is made up of 2L6412...Ch. 19 - Rework Problem 19.23 changing the fasteners to six...Ch. 19 - Determine the allowable tensile load that can be...Ch. 19 - The welded connection shown is subjected to an...Ch. 19 - In Problem 19.26, use a 38 in. fillet weld, change...
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- appropriate length of the weld joint shown in the figure if the force is equal to (60000lb) and the operating stress value is (60ksi) and the size of the weld is (1/4in).arrow_forwardAn angle iron made of AISI 1040 CD steel is welded to metal as shown and loaded with a dynamic load varying between +40kN and +60kN. E70XX (Sut = 482MPa, Sy = 393MPa) will be used as the welding electrode. Find the factor of safety of the weld zone. Note: that both static and dynamic loads are applied to the source.arrow_forwardCompute for the total length of weld required with the given tension load, T. Tension member is 50x50x6mm angle bar. Fexx = 414 MPa and weld size of 5mm. Gusset Plate 105 kN Angle Bar c.g.arrow_forward
- (1) What are the methods used to obtain a good weld when welding steel when the carbon content is high? b) Find the appropriate size and length for the weld joint shown in the figure if the strength is equal to (70000Ib) and the allowable shear stress value is 40ksi and the weld rib dimension is (1/4in)arrow_forwardThe weldment shown in the figure is subjected to a force F. The hot-rolled steel bar has a thickness h and is of AISI 1040 steel. The vertical support is likewise AISI 1040 HR steel. The electrode is given in the table below. Estimate the static load F the bar can carry if two fillet welds are used. b (mm) h (mm) d (mm) 70 Elecrode E8010 30 6 Farrow_forwardSituation 2: The lap splice shown will develop a full strength as shown in the figure. Using E70 electrodes. The width of the plate is 150 mm and the thickness is 10 mm. Use Fy = 248 MPa T4 46 mm 48 mm 1. Which of the following nearly gives the diameter of the slot weld using the LRFD method. O 45 mm T O 47 mm T Warrow_forward
- Q1: The weldment shown in the figure is subjected to a force F. The hot-rolled steel bar has a thickness and is of AISI 1040 steel. The vertical support is likewise AISI 1040 HR steel. The electrode is given in the table below. Estimate the static load F the bar can carry if two fillet welds are used. h (mm) b (mm) 30 d (mm) 70 Elecrode E8010arrow_forwardA bracket, as shown in figure below, is welded to a plate. The welds have the same size, and thepermissible force per mm of the weld-length is 1 kN. Calculate the lengths l1 and l2.arrow_forwardQ1: The weldment shown in the figure is subjected to a force F. The hot-rolled steel bar has a thickness h and is of AISI 1040 steel. The vertical support is likewise AISI 1040 HR steel. The electrode is given in the table below. Estimate the static load F the bar can carry if two fillet welds are used. d (mm) h (mm) Elecrode b (mm) 30 70 6 E8010 4 ko →arrow_forward
- 7) For double side parallel fillet weld subjected to an external force 100 kN. The weld has throat thickness of 5 mm and the measured shear stress is found to be 100 MPa. From the above given information find out the length of the welded joint desigN? O 100 mm 50 mm 25 mm 10 mmarrow_forwardQ1: The weldment shown in the figure is subjected to a force F. The hot-rolled steel bar has a thickness h and is of AISI 1040 steel. The vertical support is likewise AISI 1040 HR steel. The electrode is given in the table below. Estimate the static load F the bar can carry if two fillet welds are used. b (mm) h (mm) d (mm) 70 Elecrode E8010 30 6 b→→ Farrow_forwardQ1: The weldment shown in the figure is subjected to a force F. The hot-rolled steel bar has a thickness h and is of AISI 1040 steel. The vertical support is likewise AISI 1040 HR steel. The electrode is given in the table below. Estimate the static load F the bar can carry if two fillet welds are used. b (mm) h (mm) d (mm) 70 Elecrode E8010 30 4arrow_forward
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