Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 67
II. The modulusof rupture for wrought iron would be the more correct value to employ, but as this is given as varying from 184to 23 tons it will not help us. The con-clusions to be drawn from the above calcu-lations are that a pair of hangers 1^ in.diameter, with not more than 12 in.… … /^g f7J Q. 39. A canopy for hotel entrance projects7 ft. and weighs 1 ton. It is supported over thedoorway and by two tie-rods at the outer end EXAMPLES FOR PRACTICE 53 making an angle of i5 degrees with the wall. Find gcaphioally the stress inoaoh tie. Scale \ in. to 1 ft. and J in. to 1 cwt. For…
Building · Structural analysis (Engineering)
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