Az = 0k; Ay = 3 k; By = 13 k Draw the shear force diagram. Identify values at kink points (no eqns req’d). Draw the bending moment diagram. Identify values at kink points (no eqns req'd). . . Determine the section properties for the cross section (yna and Ina); Ibase = 6368 in Determine the maximum compressive stress (-) and maximum tension stress (+) for the beam at the maximum (absolute value) moment section. Draw the bending stress distribution along the cross section on the STRESS DIAGRAM. Show on the STRESS DIAGRAM the distance from the base to the O stress. Determine the maximum shear stress (absolute value) at section a-a. 10k 12 in 1.0 k/ft a 1 2 in Ах Yna 12 in с B 4 Ау 1 a By 4.5 ft 4.5 ft 6 ft 4 in CROSS SECTION yna = = in Ina _in Maximum compressive stress (o(comp)max) ksi Maximum tension stress (o(tensile)max) = = ksi Maximum shear stress at section a-a (Tmax) = = ksi
v (k) 0 4,5 or 9 15 SHEAR DIAGRAM X (ft) A Ć B D M (ft-k) 0 4,5 15 MOMENT DIAGRAM ofir ort x (ft) A B 古 °x (top) = ksi Yo = _in 14 in Ox (bott) ksi STRESS DIAGRAM
Az = 0k; Ay = 3 k; By = 13 k Draw the shear force diagram. Identify values at kink points (no eqns req’d). Draw the bend
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Az = 0k; Ay = 3 k; By = 13 k Draw the shear force diagram. Identify values at kink points (no eqns req’d). Draw the bend
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