Assume in each problem that the base metal is A36 steel and that the electrodes are E70XX. 10.9 Determine the maximum load-carrying capacity of this lap joint. I 4"x3/8" PLATE
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- The lap joint in the figure is fastened by four 20 mm Ø A325X bolts. Calculate the maximum safe load P that can be applied if the plates are 25 mm thick A-36 steel Use ASD. 4 @ 40 mm P 2 @ 60 mm PThe C83400-red-brass rod AB and 2014-T6-aluminum rod BC are joined at the collar B and fixed connected at their ends. The cross-sectional area of each member is 1.75 in. (Eigure 1Verify the value of Zx for a W1850 that is tabulated in the dimensions and properties tables in Part 1 of the Manual.
- 2- A 2m COPPER BAR SUBJECTEO TO A TENSILE IS SUSPENDED FROM A LOAD IBO KN SUPPORTED BY TWO IDENTICAL PIN THAT S pOSIS AS SHON OF THE LOWER AFPLIED TENSILE POSTS SUPPORT THE STEEL DETERMINE THE TOTAL DEFORMATION END OF THE LOAD HINT: NOTE THAT THE STEEL PIN WHERE THE COFPER BAR IS ATTACHED. COPPER BAR DUE TO STEEL POST L=0.5m A= 4500mm E- 200GPA COPFER BAR L- am A= 4800 Mn E- l20 GPa 180KNFor the plate shown, the distance d required to eliminate the flexural .effect at section a - a is 100 mm 200 mm d True O False O -300 mm- aFor the clevis connection shown, determine the shear stress in the 23-mm-diameter bolt for an applied load of P = 165 kN. O 141 MPa O 211 MPa O 167 MPa O 120 MPa O 199 MPa Clevis
- 3. Determine the maximum tensile capacity of a L 178 x 102 x 19 angle as shown below if bolt diameter = 24 mm. The long leg of the member is connected to a 24mm thick guest plate. Use A572M gr.345 steel material. Ta 76 → 76 V L178x102x19 mam 76 76 5 38 4. The tension member shown below is a C 310 x 30.8 of A572M gr 345 steel materials. Will it safely support a service dead load of 265 kN and a service live load of 555 kN.f. Calculate the maximum safe load "P" in KN Two A36 16mm Thick Steel Plates Are Connected By Four Rivets With Fv=152 MPa As Shown. Given: Rivet Dia 20 mm x=100 mmCheck the slenderness of the steel section against Local Buckling. 340 mm Use Fy = 800 MPa. O Compact Slender I O Adequate 400 mm None of the choices 30 mm 20 mm 20 mm
- Problem 9.56 The C83400-red-brass rod AB and 2014-T6-aluminum rod BC are joined at the collar B and fixed connected at their ends. The cross-sectional area of each member is 1130 mm There is no load in the members when T= 10°C (Eigure 1) Figure 1 of 1The lap joint of a tension member is shown. The plate is 252mm wide and 12mm thick. The bolts are 20mm in diameter and the holes are 3mm larger than the bolt diameter. Steel A36 with Fy = 248 MPa and Fu = 400Mpa. It is required to determine the capacity of the joint based on gross area, net area, and block shear. a.) Determine the safe value of P based on gross area: Use Ft = 0.6Fy b.) Determine the safe value of P based on tension net area: Use Ft = 0.5Fy954. The 2014-T6 aluminum rod AC is reinforced with the firmly bonded A992 steel tube BC. When no laad is applied to the assembly, the gap between end C and the rigid support is 0.5 mm. Determine the support reactions when the axial force of 400 kN is applied. 400 mm 400 kN A992 steel So mm S00 mm 25 mi2014-T6 aluminum alloy Section a-a