Read e-book online 3000 solved problems in physics PDF

By Alvin Halpern

ISBN-10: 0070257345

ISBN-13: 9780070257344

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5)ksi According to Eq. 4ft According to Eq. 200ksi.

This is okay. 12. Determine the design strength of a W8x40 column (4'36 steel). 04in. Sincer" 360 kips required strength, use a W10x49 column. 14. Select the most economical W10 column for the K: case shown in Fig. 4-6. 0; required strength:360 kips. From Fig. 0ft, KrL,= 1'0x 12'0ft= l2'0ft' Assume y-axis buckling governs. 0ft, select a W10x49 (Q,P":372kips>360kips required).

4-4 columns are W14x99, 15ft 0in long; all beams are W21x50,30ft 0in long. The webs of all members are in the same plane, as shown. 17inj /. 73in' ls 360 in According to Eq. 73 in' From Eq. 2], G: G' x SRF. 39. 88. In Fig. 4-2, a siraight line drawn from G, :0'88 to Ga :0'88 intersects with K: 1'3' COLUMNS AND OTHER COMPRESSION MEMBERS CHAP. 9. 33 Repeat Prob. 8, with the W14x99 columns (in Fig. 4-4) turned 90". 73, A and B as in Prob. 8. 39, as above. 32. joints A and B, G":Ga: G'xSRF= In Fig.

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3000 solved problems in physics by Alvin Halpern

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