The elasticity and resistance of the materials of engineering (1915)
Burr, William H. (William Hubert), 1851-1934 · New York, John Wiley & Sons, inc.; [etc., etc.] · leaf 847
utline of the portal brac-ing which may be a plate girder or open bracing. Thecorner or gusset bracings at C and D are omitted. The 790 MISCELLANEOUS SUBJECTS. [Ch. XVI. equal end post stresses due to vertical dead and movingloads are indicated by P and P. The total horizontalwind load acting at… … Fig. I. action of the wind will distort the portal in the mannershown exaggerated. As both posts are supposed to be in the same conditionand equally affected by the lateral wind pressure, the twopoints of contrafiexure K and 0 must be at same distanceho (to be determined) from FQ. The points M and…
Strength of materials · Building materials
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