Statically Indeterminate Structures |
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... Inertia 50 Examples . Continuous Beams with 10 Assumptions in Determining Deflec- Varying Moment of Inertia . · tions . 7 • · 11 Deflection of Trusses by Algebraic 49 B. Fixed and Conjugate Point Method General . Method . 8 · 50 12 ...
... Inertia 50 Examples . Continuous Beams with 10 Assumptions in Determining Deflec- Varying Moment of Inertia . · tions . 7 • · 11 Deflection of Trusses by Algebraic 49 B. Fixed and Conjugate Point Method General . Method . 8 · 50 12 ...
Page 103
... Inertia In computing values of moment of inertia the factor 1/12 is omitted , because in frame analysis , it is the relative value of I that is used . In the preceding examples values of I for columns have been multiplied by 1.1 ( or ...
... Inertia In computing values of moment of inertia the factor 1/12 is omitted , because in frame analysis , it is the relative value of I that is used . In the preceding examples values of I for columns have been multiplied by 1.1 ( or ...
Page 8
... INERTIA . TOTAL TRIANGULAR LOAD 1 . TABLE 121 - LOAD COEFFICIENTS FOR BEAMS OF VARYING MOMENT OF INERTIA . TOTAL TRIANGULAR LOAD 1 . CASE II ( b ) .- UNSYMMETRICAL , STRAIGHT HAUNCH . ALL CASES . - SYMMETRICAL BEAM . b = I I ' b ...
... INERTIA . TOTAL TRIANGULAR LOAD 1 . TABLE 121 - LOAD COEFFICIENTS FOR BEAMS OF VARYING MOMENT OF INERTIA . TOTAL TRIANGULAR LOAD 1 . CASE II ( b ) .- UNSYMMETRICAL , STRAIGHT HAUNCH . ALL CASES . - SYMMETRICAL BEAM . b = I I ' b ...
Common terms and phrases
acting algebraically angle applied unit assumed bars beam shown BEAMS OF VARYING cantilever carry-over factors change in length clockwise COEFFICIENTS FOR BEAMS column computations concentrated load CONCENTRATED UNIT LOAD Conjugate Point considered construction continuous beam continuous frame curve deformations direct stress end moments ents equal Examples of Determining fixed end fixed point flections given loads graphic Hardy Cross hinged indeterminate structures indicated inertia influence diagram influence line joint laws of static left support located M/EI diagram members of variable method MOMENT OF INERTIA moments and shears Note points of inflection portal frame reactions redundant force reference resulting shearing stress shown in Fig sign convention simple beam Slope Deflection span sq.in static equilibrium statically indeterminate struc Table tangent tion unbalanced uniform load unit force values variable cross-section vertical deflection Williot diagram zero