Strength of materials |
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Page 262
The beam shown in Fig. P-735 is only partially restrained at its ends. wL3 The
slope at the left end is directed up to the left, whereas at the right 72EI end the
slope is wL3 72EI directed up to the right. Determine the end moments. 736.
The beam shown in Fig. P-735 is only partially restrained at its ends. wL3 The
slope at the left end is directed up to the left, whereas at the right 72EI end the
slope is wL3 72EI directed up to the right. Determine the end moments. 736.
Page 263
u; lb/ft v w lb/ft (b) Load simply supported (a) Restrained beam (c) End couple
loading Fig. 7-1 1. — Restrained beam resolved into simple beam loadings.
these end slopes by adding the loading in Fig. 7-1 lc, we must have 6i = 6[ and
02 = 02, ...
u; lb/ft v w lb/ft (b) Load simply supported (a) Restrained beam (c) End couple
loading Fig. 7-1 1. — Restrained beam resolved into simple beam loadings.
these end slopes by adding the loading in Fig. 7-1 lc, we must have 6i = 6[ and
02 = 02, ...
Page 299
Determine the value of EIS at B for the beam shown in Fig. P-862. 3 Ans. EIS - —
(4L - 3a) (L - a) 24L 863. For the beam shown in Fig. P-863, determine the value
of EIS midway between the supports and at the right end. 120 lb/ ft 120 lb/ ft 6' *i ...
Determine the value of EIS at B for the beam shown in Fig. P-862. 3 Ans. EIS - —
(4L - 3a) (L - a) 24L 863. For the beam shown in Fig. P-863, determine the value
of EIS midway between the supports and at the right end. 120 lb/ ft 120 lb/ ft 6' *i ...
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allowable stresses aluminum angle assumed axes axial load beam in Fig beam loaded beam shown bending bolt cantilever beam caused centroid CN CN column compressive stress Compute the maximum concentrated load concrete cover plate cross section deformation Determine the maximum diameter elastic curve end moments equal equivalent Euler's formula factor of safety fibers flange flexure formula free-body diagram ft long ft-lb Hence hinged Hooke's law horizontal ILLUSTRATIVE PROBLEMS lb/ft length loaded as shown main plate maximum shearing stress maximum stress midspan midspan deflection modulus Mohr's circle moments of inertia neutral axis obtain plane plastic positive product of inertia proportional limit radius ratio reaction Repeat Prob resisting restrained beam resultant segment shaft shear center shear diagram shearing force shown in Fig Solution Solve Prob span static steel strain tensile stress thickness torque torsional uniformly distributed load vertical shear weld zero
Bibliographic information
| Title | Strength of materials |
| Author | Ferdinand Leon Singer |
| Edition | 2 |
| Publisher | Harper, 1962 |
| Original from | the University of Michigan |
| Digitized | 29 Nov 2007 |
| Length | 590 pages |
| Subjects | Strength of materials |
| Export Citation | BiBTeX EndNote RefMan |