A W1022 structural steel [E = 29,000 ksi] wide flange shape is loaded and supported as shown in Figure P11.63. The beam is supported at C by a timber [E = 1,800 ksi] post having a cross-sectional area of 16 in.2. After a concentrated load of 10 kips is applied to the beam, determine
(a) the reactions at supports A and C.
(b) the maximum bending stress in the beam.
(c) the deflection of the beam at C.
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