Philpot, Mechanics of Materials, 3e Mechanics of Materials (CENE 253 STANDARD VIEW PRINTER VERSION BACK NEXT...
The cantilever beam is subjected to a concentrated load of P = 29 kips. The cross-sectional dimensions of the wide-flange shape are shown in the second figure. Assume yH=3.4 in., yK=1.6 in., d=10.6 in., tw=0.323 in., tf=0.507 in., bf=6.12 in. Determine: The cantilever beam is subjected to a concentrated load of P 29 kips. The cross-sectional dimensions of the wide-flange shape are shown in the second figure. Assume y,-3.4 in., Ук_ 1.6 in., d-10.6 in., t,-0.323 in., tf-0.507 in., bf-6.12...
The cantilever beam is subjected to a concentrated load of P = 52 kips. The cross-sectional dimensions of the wide-flange shape are shown in the second figure. Assume yH = 3.2 in., yK = 1.8 in., d = 10.8 in., tw = 0.354 in., tf = 0.414 in., bf = 6.62 in. Determine: (a) the shear stress τH at point H, which is located 3.2 in. below the centroid of the wide-flange shape. (b) the maximum horizontal shear stress τmax...
STANDARD VIEW PRINTER VERSION BACK P8.037 GO Multipart The beam shown in Figure P8.37 will be constructed from a standard steel w shape using an allowable bending stress of 22 ksi. Assume Po=8.0 kips, Pc-13.5 kips, Po 4.0 kips and a-5 ft (a) Develop a list of five acceptable shapes that could be used for this beam. On this list, include the most economical W10, w12, w14, W16, and W18 shapes (b) Select the most economical W shape for this...
'BACK STANDARD VTEW PRİNTER VERSİON P9.029 G0 Multipart Part 1 The cantilever beam shown is subjected to a concentrated load of P- 125 kN. The cross-sectional dimensions of the t ectangular tube shape are shewn, where b- 150 mm, d 250 mm -8 mm, and 60 mm. Determine (a) the stear stress at point K, located d- b) the maximum horizontal shear stress in the rectangular tube shape. which s loceted d - 60 mm below the cent of the...