8. For the plate tension member as shown in Figure 6.27 carrying axialservice loads of 60 kips live load and 12 kips dead load, select the reqiredthickness of the plates (A572 Grade 50 steel) the proper electrode material.60k LL121 DL60% LL12k DL12171

Step 1: Factored Load Finding Factored load using the Load and Resistance Factor Design (LRFD)…

Answered: 8. For the plate tension member as…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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.
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The axial assembly consists of a solid 1.06-in.-diameter aluminum alloy [E = 9600 ksi, v = 0.31, a = 14.6 x 10-/°F] rod (1) and a solid 1.48-in.-diameter bronze [E = 12200 ksi, v = 0.18, a = 7.2 x 10-6/°F] rod (2). Assume L1=12 in., L2=27 in. If the supports at A and C are rigid and the assembly is stress free at 1°F, determine: (a) the normal stresses o1,02 in both rods at 135°F (positive if tensile, negative if compressive). (b) the displacement ug of flange B (positive if to the right, negative to the left). (c) the change in diameter Ad of the aluminum rod. B (1) (2) L1 L2 Answers: ( a) σι - i ksi, 02 = i ksi (b) ug = i in. (c) Ad, = i in.
3.9 The compound shaft consists of bronze and steel segments, both having 120-mm diameters. If the torque T causes a maximum shear stress of 100 MPa in the bronze segment, determine the angle of rotation of the free end. Use G = 83 GPa for steel and G = 35 GPa for bronze.
QUESTION 1: For the HE300M cross-section steel column, which is under the effect of 335kN from fixed loads and 825kN from live loads, design the base plate considering the ÇYTHYDE-2018 and AISC-LRFD specification rules and determine the plate thickness. The properties of the profile used for the steel column are given in the table below. Given and matters to be considered *Steel material class: S235 * Yield stress of steel material (Fy): 235 N/mm2 *The breaking stress of the steel material (Fu): 360 N/mm2 *Concrete strength class: C25 - fck=fc'=25 MPa *Concrete block dimensions are 400x400mm2. *While choosing the dimensions of the base plate to be designed, selection should be made to take values such as x50mm*x50mm or x00mm*x00mm (x is an integer between 1 and 9). * LRFD method will be preferred as the design method. * Where needed, AISC-LRFD specification and its annexes will be used.
7 Enercise:- 30 long with is subjected to a Assuming deformation is entirely elastic and manimum allowable elongation tensile 30000y that the is 0.3 mm while manimum. allowable reduction in, digmeter is 0.015mm. choose amory below only. candidate meeting requirent E (GPa) A cylindrical rod 100 mm diameter of 12 mm load of 30000 N. Aluminium alloy Bronze Titanium allow 70 100 110 U(Poiss ons vahi) 0.33 0.34 0.3
Two circular shafts are joined together between fixed supports to resist a torsional moment of 80 kN-m as shown. Determine the absolute value of the maximum torsional shear stress of the hollow steel shaft in MPa. ( COMPLETE SOLUTION NO ROUNDING OFF)
Topic:Bolted Steel Connection - Civil Engineering *Use latest NSCP/NSCP 2015 formula to solve this problem What is the value of S if the joint is 80% efficient? Tension of Plates = 76 MPa Hole diameter (effective) = 23 mm
Do not round off in between your sol. Given the following: b=480mm d=700mm fc’= 30 MPa fy=400MPa Mu= 1430 kN-m Determine As A. Use NSCP 2015, As= _________ sq. Mm B. Use NSCP 2001 As= _________ sa. Mm
Problem 4.81 The 60-mm-diameter cylinder is made from Am 1004- T61 magnesium and is placed in the clamp when the temperature is T₁ = 20° C. (Figure 1) Figure 1 of 1 -11 100 mm 150 mm Part A If the 304-stainless-steel carriage bolts of the clamp each have a diameter of 9 mm, and they hold the cylinder snug with negligible force against the rigid jaws, determine the force in the cylinder when the temperature rises to T2 = 130°C. Express your answer to three significant figures and include the appropriate units. F= Submit HA Value Units My Answers Give Up ? Provide Feedback Continue
20mm Steel Plates in the figure shown are connected by 9 rivets with 20mm diameter. If the Allowable Shear stress for the rivet is 194 MPa and Allowable stress for bearing on the plate is 234 MPa, what is the maximum load P that can be applied in the connection?
DO NO OWAVE www.oukpak.com F06 unic 30KN 150 KN 20KN 3m =30" SOLVE FOR ACL SUPPORT 2m HINGE REACTIONS LN DICATE THE DIRECTICNS e UNITC 20 A B im

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8. For the plate tension member as shown in Figure 6.27 carrying axial service loads of 60 kips live load and 12 kips dead load, select the reqired thickness of the plates (A572 Grade 50 steel) the proper electrode material. 60k LL 121 DL 60% LL 12k DL 12171