A PL3/8"X6" tension member is welded to a gusset plate as shown in the figure. The steel specification is ASTM A36. Assume that and compute the following: a) The design strength per LRFD

Centroid + Inertia 200 x 20 mm Plate The strength of the rolled section shown is increased by combining S section, channel, plate and then welded. 1. Determine the location of its centroid; and 5310 x 47.3 C310 x 30.8 2. Determine the moments of inertia of the composite section with respect to its centroidal x and y Semi-circle Weld, 10mm radius axes.

At a temperature of 90°C, a steel tire 10-mm thick and 75mm wide that is to be shrunk onto a locomotive driving wheel 1.8-m in diameter just fits over the wheel. Determine the contact pressure between the tire and the wheel after the assembly cools to 20°C. Neglect the deformation of the wheel caused by the pressure of the tire. Assume a=11.7 µ m/ (m ºC) and E=200 x 10° N/m².

With reference to the NSCP 2015, choose the correct statement: For design of flexure members, tension-controlled section is: Select the correct response: when the tensilę steel strain is greater than or equal to 0.005 when the tensile steel strain is greater than or equal to 0.004 when the tensile steel strain is greater than or equal to 0.003 when the tensile steel strain is greater than or equal to the tensile yield strain / DreviOUS

Please solve the following problem is ksi

Q1: Choose the correct answer 1. If the control column slenderness (KL/r) for W12x72 section column equal to 47.73. The elastic critical buckling stress (F.) is a) 127.6 ksi b) 58.7 ksi c) 100 ksi 2. If the size of welding equal to 0.25" and length of weld equal to 5 then the value of ß is a) 0.8 b) 2 c) 1 3. If The tension member is a 4 in. x 3/8 in. thick rectangular bar. It is welded to a 1/2 in. thick gusset plate then the minimum size of welded is a)3/8" b) 1/2" c) none of a or b 4. If The tension member is a 4 in. x 3/8 in. thick rectangular bar. It is welded to a 1/2 in. thick gusset plate then the minimum size of welded is a)1/4" b) 7/16" c) none of a or b 5. If Fexx for used welded connector is 70 ksi then Fw is equal to b) 42 a) 18 c) 70

Determine the allowable strength of the figure as shown

Please help me with my homework and use ASEP STEEL HANDBOOK 2004 volume 1 Dimensions and Properties Third Edition, to find the AISC. PLEASE SHOW COMPLETE SOLUTIONS AND DETAILS.

The Aluminum plates below are connected by two 3/4" diameter bolts. What is the shear stress in the bolts given the load applied?

7. Determine the design tensile strength of the plate (200 x 10 mm) connected to 12 mm thick gusset, using 24 mm bolts as shown below. Use A572M Grade 345 steel materials. 200 40 50 40 30 30 30 30 40