AWT230 x 26 standard steel shape is used to support the loads shown on the beam in the figure. The dimensions from the top and bottom of the shape to the centroidal axis are shown on the sketch of the cross section. Assume LAB = 3 m, LBc = 1 m, WAB= 21 kN/m, WBC = 6 kN/m, Pc = 11 kN. Consider the entire 4-m length of the beam and determine (a) the maximum tension bending stress (a positive number) at any location along the beam, and (b) the maximum compression bending stress (a negative number) at any location along the beam. Answers: (a) OT max = (b) GC.max = Mi Mi WAB LAB B T WT230 x 26 60.7 mm WBC 164.3 mm LBC MPa MPa Pc

i need ans very very fast in 20 min and thank you | ᴅʏʙᴀʟᴀ ?✨؛

For the beam shown above with length L = 7 m with the applied uniformly distributed load of w = 16 kN/m, what is the maximum bending stress if the beam has a cross section with the following dimensions: b = 100 mm d = 250 mm tf = 20 mm tw = 15 mm

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