Strength of materials |
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Page 371
In Prob. 1016, determine the shear flow developed between the steel and wood,
and between the wood and aluminum. Express the results as a function of the
vertical shear V. Ans. 0.1297; 0.124V 10-4. Reinforced Concrete Beams
Concrete ...
In Prob. 1016, determine the shear flow developed between the steel and wood,
and between the wood and aluminum. Express the results as a function of the
vertical shear V. Ans. 0.1297; 0.124V 10-4. Reinforced Concrete Beams
Concrete ...
Page 375
Ferdinand Leon Singer. 10". To stress the concrete to its maximum limit will
require a bending moment [M, = iUbkd)(jd)] Me = i(600)(10)(6.27)(12.91) =
243,000 in.-lb To stress the steel to its limit, the required bending moment is [M, =
f.A.jd] M, ...
Ferdinand Leon Singer. 10". To stress the concrete to its maximum limit will
require a bending moment [M, = iUbkd)(jd)] Me = i(600)(10)(6.27)(12.91) =
243,000 in.-lb To stress the steel to its limit, the required bending moment is [M, =
f.A.jd] M, ...
Page 376
The dimensions of a reinforced concrete beam are b = 12 in., d = 18 in., A, =
2sqin., and n = 12. If the allowable stresses are fc ^ 800 psi and /, ^ 18,000 psi,
determine the maximum bending moment that may be applied. In what state of ...
The dimensions of a reinforced concrete beam are b = 12 in., d = 18 in., A, =
2sqin., and n = 12. If the allowable stresses are fc ^ 800 psi and /, ^ 18,000 psi,
determine the maximum bending moment that may be applied. In what state of ...
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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 |