please solve it fast .... concentrated load P as shown in Fig. P-1334. If the maxımum flexural stress isnot to exceed 20 ksi, determine the safe value of P.1334. A beam simply supported at the ends has the cross section and is feaded with a401 in.6 ft3 ft8 in.1 in.R21 in.8 in.Figure P-1334

given data;maximum flexural stress (τ)=20ksi=20*103lb/in2

. A beam sinmply supported at the concentrated load P as shown in Fig. P-1334. If the maxımun flexural stress is not to exceed 20 ksi, determine the safe value of P. -40 1 in. 6 ft 3 ft 8 in. 1 in. R2 1 in. R1 8 in.

. A beam sinmply supported at the concentrated load P as shown in Fig. P-1334. If the maxımun flexural stress is not to exceed 20 ksi, determine the safe value of P. -40 1 in. 6 ft 3 ft 8 in. 1 in. R2 1 in. R1 8 in.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter5: Stresses In Beams (basic Topics)

Section: Chapter Questions

Problem 5.6.24P: A retaining wall (Fig. a) is constructed using steel W-shape columns and concrete panel infill (Fig,...

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please solve it fast ....

concentrated load P as shown in Fig. P-1334. If the maxımum flexural stress is
not to exceed 20 ksi, determine the safe value of P.
1334. A beam simply supported at the ends has the cross section and is feaded with a
40
1 in.
6 ft
3 ft
8 in.
1 in.
R2
1 in.
8 in.
Figure P-1334

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