nel content the beam are as follows: IPN 280 section, L = 3.5 m, P= 18 kN, and a = 26.57º. (Note: See Table E-2 of Appen
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nel content the beam are as follows: IPN 280 section, L = 3.5 m, P= 18 kN, and a = 26.57º. (Note: See Table E-2 of Appen
nel content the beam are as follows: IPN 280 section, L = 3.5 m, P= 18 kN, and a = 26.57º. (Note: See Table E-2 of Appendix E for the dimensions and properties of the beam.) 6.4-4 A simply supported wide-flange beam of span length L carries a vertical concentrated load P acting through the centroid C at the midpoint of the span (see figure). The beam is attached to supports inclined at an angle a to the horizontal. Determine the orientation of the neutral axis and calcu- late the maximum stresses at the outside corners of the CTOSS section (points A, B, D, and E) due to the load P. Data for cx 22 PROBS 6.4.4 and 6.4.5