Strength of materials |
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Page 125
A comparison of the above results shows that the most dangerous bending
moment is 64.0 ton-ft, occurring under C when only loads B and C are on the
span. Maximum Shearing Force. If all three loads are on the span, the resultant
load R is ...
A comparison of the above results shows that the most dangerous bending
moment is 64.0 ton-ft, occurring under C when only loads B and C are on the
span. Maximum Shearing Force. If all three loads are on the span, the resultant
load R is ...
Page 284
A continuous beam simply supported over three 10-ft spans carries a
concentrated load of 400 lb at the center of the first span, a concentrated load of
640 lb at the center of the third span, and a uniformly distributed load of 80 lb/ft
over the ...
A continuous beam simply supported over three 10-ft spans carries a
concentrated load of 400 lb at the center of the first span, a concentrated load of
640 lb at the center of the third span, and a uniformly distributed load of 80 lb/ft
over the ...
Page 291
20 lb/ft *1 (1) 10' (2) (Span 1) V2 Fig. 8-14. (Span 2) (Imaginary) (3)-^ 1 SoltUion:
This problem can be solved by the basic area-moment method, but it can be
solved more easily and more quickly by considering the fixed end to be
equivalent to ...
20 lb/ft *1 (1) 10' (2) (Span 1) V2 Fig. 8-14. (Span 2) (Imaginary) (3)-^ 1 SoltUion:
This problem can be solved by the basic area-moment method, but it can be
solved more easily and more quickly by considering the fixed end to be
equivalent to ...
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Common terms and phrases
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 |