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An I-section has the dimensions shown in Fig. Q4 and is subjected to an axial torque,...

An I-section has the dimensions shown in Fig. Q4 and is subjected to an axial torque, T = 5000 Nm A) Determine the maximum va

An I-section has the dimensions shown in Fig. Q4 and is subjected to an axial torque, T = 5000 Nm A) Determine the maximum value of the shear stress (Tmax) in the material. (8 marks) B) Find the twist angle per meter length, (0/L). Assume the modulus of rigidity G for the material is 82 GN/m2. d1= 266 mm — b1 = 30 b2= 16.5 mm d2= 779 mm b3 = 30 Fig. Q4: An I-Section Structure.
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Yi ခု mm gomme ta ņ 16.5 mm х o 79mm 2 30 min! T IT A,8, tA2 Zz +A3% ý = A14 A2t Az lo 30x266x15719x66.5* (30+719) 4266430876center of gravity and Ý. 30x466 Ix = + 30x266 (389.5-15) + 12 719 & 16.5 1 2 + 16-58719 x(389.5-38915) 303x266 + 80X266 ( 389ca) Imat = ? GO = T J 2 Y + Torgianal equation T= I x x 389.5 5000x103 Tomat 22.84506x109 0.6845 Mra Kla 11 684.5 b) Frum ToaAngle of twist per meter o Flenght 21433 x 108x103 sad 2:1433 Xco хсоб rad =

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