Given beam and load as shown, Oallow=18 MPa and Tallow =2.57 MPa. Determine the dimensions of the smallest square beam that can carry the loads applied in the beam. SET W1 P1 M1 |L1=L2=L3 В 1710 Ib/ft 3,372 lb 5900 lb.ft 3.28 ft 3. L1 L2 L3

hi im stuck in this please help me out A wooden beam is loaded by a concentrated load ?P = 5000 N and supported by boundary conditions as shown in Figure Q5(a). The cross-section of the beam is shown in Figure Q5(b). Given that ???LAB = 3000 mm, ???LBC = 2000 mm, ?0B0=10 mm, ?1B1 = 30 mm, and ?H = 240 mm, ℎ0h0=200 mm, ℎ1h1=20 mm, determine the following quantities below: last two sub parts of question didnt fit in so i will type here- theres no question d  e) Determine the maximum magnitude of shear force and bending moment, neglecting the sign. The maximum magnitude of internal shear force, positive value: N The maximum magnitude of internal bending moment, positive value: N*mm f) Determine the magnitude of the maximum bending stress in the beam, neglecting the sign. Maximum bending stress, positive value: MPa

Please help me

OP N C What is the shear resistance of a universal beam (UB) with the following dimensions [EC3 Section 6.2 Resistance of cross sections]: Cross sectional area A = 105 cm² Height h = 584.6 mm Flange thickness t = 11.4 mm Flange width b = 213.2 mm y-y Web thickness tw = 7.8 mm Root radius r = 12.7 mm Yield strength fy = 355 N/mm² Calculate the shear resistance and give your answer to the nearest whole kN. Do not include units in your answer.