Determine the weld leg size needed to fully develop the strength of the plate shown using A-36 steel and E60 electrodes. Use LRFD. 120 PL150X8 L- 100
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- The connection shows a PL10X200 loaded in tension and welded to a gusset plate 10mm thick. Calculate the following, assuming A992 steel is used. Use U =0.85. The weld thickness is ómm and the electrode is E70 (485MPA). PL 10 X 200 350mm What is the allowable weld connection strength (kN)?The connection shows a PL10x200 loaded in tension and welded to a gusset plate. Calculate the ff, assuming A992 steel is used. Use U=0.85. The weld thickness is 6mm and the electrode is E70 (485 Mpa). What is the allowable tensile strength (neglecting block shear) in kN?Design the size and length of Fillet weld for the lap joint shown below, Use SMAW E70XX process, plates are A-36 steel? 90k LL 40k DL R-X7 5" Gusset P 8 90k LL 40k DL
- Question 6 Two plates of Steel A72 Gr 50 are connected with each as shown in Figure 5. E70XX Electrodes were used and 7/16 in fillet weld were made by SMAW process. What is the design strength of the weld by LRFD and ASD? E10 in - 10in P, or P. - PLx 10 Figure # 4Topic:Welded Connection - Civil Engineering -Steel Design *Use latest NSCP/NSCP 2015 formula to solve this problem *Please use hand written to solve this problem The angle 150x100x10mm is connected to a 8.5 mm gusset plate. The size of weld is 8 mm and using E70 Electrodes. Fu = 438 MPa. Use LRFD. Questions: a) Find the length of the weld required at the toe of the angle. b) Find the length of the weld required at the heel of the angle. c) Find the block shear strength of the gusset plate.What size of fillet welds are required to attach a 16 mm flat plate hanger to the bottom flange of a UB 457 x 152 x 74 so that the full tensile capacity of the hanger may be developed ? Calculate the effective width (beff) of the weld. Assume the use of S355 steel for UB and the plate and the width of the plate is the same as the flange width of UB .
- Design a double angle tension member that is fillet welded to a gusset plate. Assume that the angles will be made from A36 steel, and the gusset plate from A572 Gr. 50 steel. Use 70ksi electrode. Design the system to resist a factored load of 200 kips. Check all applicable limit states that are possible. Provide your results on a sketch with standard weld symbols and details.The connection is shown in Fig. 3. Two cover plates are applied to connect the steel plates by fillet welds. The dimensions of connection are presented in Fig. 3. The leg size of fillet weld hr is 10 mm. Q235 steel, f-215 N/mm2, E43 electrode, fav=160N/mm?. Calculate the load-carrying capacity of the fillet weld connection wwww. (Note: the strength of steel plate should be calcualted. (Unit: mm) 220 ス20 091A channel C250x37 mm section is welded to a 9 mm gusset plate. Welding is not permitted on the back of the channel. All steel is A36 with Fy=250 MPa and Fu=400 MPa. Use E70electrodes having and Fu=485 MPa (SMAW) process. The maximum length of lap is 250mm. The size of fillet weld is 8mm. Assume the width of slot weld is 22 mm. Size of slot weld is 13mm Properties of C250x37 A = 4750 mm2 tw = 13.0 mm2 d = 254 mm a. Determine the force resisted by the slot weld in kN, when the full tensile capacity is 712.5 KN (from the gross yielding capacity using ASD) Hint: Full tensile Capacity = Force Resisted by Fillet and Slot Weld Round your answer to 3 decimal places.
- What is the safe load "P" that can be transmitted by the fillet-weld joint shown in figure below if allowable shear stress in the fillet weld is 108 MPa and F.O.S. for load is 1.5? P4 www 60mm 777 50mm 8mm PFor the L8X6X3/4 angle shown below, determine the design tensile strength considering gross yielding and net fracture. The angle is A36. Welds are longitudinal and transverse.What is the safe load "P" that can be transmitted by the fillet-weld joint shown in figure below if allowable shear stress in the fillet weld is 108 MPa and F.O.S. for load is 1.5? P4 60mm 50mm) 8mm P