Minutes of Proceedings of the Institution of Civil Engineers, Band 161The Institution, 1904 Vols. 39-204 (1874/75-1916/17) have a section 3 containing "Abstracts of papers in foreign transactions and periodicals" (title varies); issued separately, 1919-37, as the institution's Engineering abstracts from the current periodical literature of engineering and applied science, published outside the United Kingdom. |
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Seite 269
... increase until w , reaches A. Let w , pass A ; then if w , b be greater than the total load to the right of A × a , any further movement will diminish the moment and a maximum value must have occurred when w was at A. If , however , w1b ...
... increase until w , reaches A. Let w , pass A ; then if w , b be greater than the total load to the right of A × a , any further movement will diminish the moment and a maximum value must have occurred when w was at A. If , however , w1b ...
Seite 271
... increase in the bending - moment is 1.27 × 2 · 3 = 2.92 . The increase is therefore less than the diminution . greatest maximum is therefore given by 9.65 tons at A. Example . - Warren girder , 150 feet span , ten equal bays , Fig . 14 ...
... increase in the bending - moment is 1.27 × 2 · 3 = 2.92 . The increase is therefore less than the diminution . greatest maximum is therefore given by 9.65 tons at A. Example . - Warren girder , 150 feet span , ten equal bays , Fig . 14 ...
Seite 272
... increase until the second load of 6.125 tons arrives at A. Let this load pass A. Then P2 12.25 tons . ( m − 1 ) P2 = 9 × 12.25 = 110.25 tons . - 2 P1 = 136 66 tons . Therefore the shearing - force will continue to increase if the loads ...
... increase until the second load of 6.125 tons arrives at A. Let this load pass A. Then P2 12.25 tons . ( m − 1 ) P2 = 9 × 12.25 = 110.25 tons . - 2 P1 = 136 66 tons . Therefore the shearing - force will continue to increase if the loads ...
Inhalt
Appendixes to ditto | 39 |
Correspondence on ditto 10 cuts | 66 |
Transfer of Associate Members to the class of Members | 114 |
Urheberrecht | |
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actual advantage air-pump Alfreton arch Author bending-moment Bermuda berth boilers booms bottom bricks brickwork bridge built C.E. VOL carried cement cent centimetres centre circulating water condensing-plant connection considerable construction cooling-surface corbels cost curve depth designed draught Elastic modulus electric Engineer excavated experience extrados feet 6 inches floating dock floating docks footbridges girders graving-dock Havana INCHES OF MERCURY increase influence-line Inst keel-blocks length lifted longitudinal Maryland Steel Company maximum metacentric height Moncreiffe tunnel mortar necessary obtained ordinary ordinate P₂ Paper parabola piers Plate pontoon portion Portland cement pound of steam pressure pump Railway ropeway scale self-docking shafts shear shearing-force ship shown in Fig side-walls Sir William White span square foot square inch steam condensed steel stress Stülcken surface surface condenser taken Temp temperature tests tons per foot tons per square tubes uniformly-distributed load vacuum vertical vessel weight width