Design an optimize welded connection with fillet weld and E70XX electrodes toresist the dead load of 20 kips, live loads of 40 kips and wind loads of 10 kips. All steel is A36.Show your results on a sketch, complete with dimensions.plate16L6 X 4 X× %166"

Dead load (DL)=20kip Floor live load (LL)=40kip Roof live load (LR)=0 Snow load (SL)=0 Rain load…

Answered: Design an optimize welded connection…

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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Similar questions

Determine the maximum service load, P, that can be applied if the live load-to-dead load ratio is 2.0. Each component is a PL 3⁄4 x 7 of A242 steel. The weld is a 1⁄2-inch fillet weld, E70 electrode. a. Use LRFD. b. Use ASD.
Compute the maximum acceptable tensile SERVICE LOAD that may act on a single tee section that is connected to a gusset plate using welds 12 inches long, as shown in the figure. The service live load is three times the dead load. Use A992 steel. USE LRFD ONLY, no block shear will occur. What is the Maximum Tensile SERVICE Load Round your answer to 3 decimal places.
Check the adequacy of the rigid beam to column welded connection shown. The beam is a 410 UB 53.7 of Grade 300 PLUS, the electrode is E41xx SP and (V*, M*) = (36 kN, 166 kNm). (Hint: Check the adequacy also against the minimum values required in AS4100). It M* 393
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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.
Civil
A plate 400 x 12 mm is to be connected to a plate of the same width and thickness by 34 mm diameter bolts, as shown. The holes are 2 mm larger than the bolt diameter. The plate is A36 steel. Assume allowable tensile stress on net area is .60Fy. It is required to determine the value of b such that the net width along bolts 1-2-3-4 is equal to the net width along bolts 1-2-4. a. calculate the value of b in millimeters. b. Calculate the value of the net area for tension in plates in square millimeters. c. Calculate the value of P so that the allowable tensile stress on net area will not be exceeded. d. Calculate the nominal block shear strength based on possible failure paths
a=3 b=0
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.
For the tension member shown, compute the following. a. The tensile design strength. b. The allowable tensile strength. Weld PL 14 x 6 A36 steel
Explain the design procedure of the welded connection
WT12 x 38 Longitudinal welds Given: Properties of WT12 x 38: A, = 11.2 in? y = 3.0 in. b = 8.99in. Use A992 Steel: F, = 50 ksi F = 65 ksi LL = 3 DL %3D %3D tw = centroidal distance bf A. Governing Ultimate Tensile Capacity based on Yielding of gross section Round your answer to 0 decimal places.

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Design an optimize welded connection with fillet weld and E70XX electrodes to resist the dead load of 20 kips, live loads of 40 kips and wind loads of 10 kips. All steel is A36. Show your results on a sketch, complete with dimensions. plate 16 L6 X 4 X × % 16 6"