STA BS HI FS IFS ELEV BM25 5.3650 259.5108 254.1458 0+ 000 2.3225 257.1883 2+ 000 1.3256 258.1852 4 + 000 2.8945 256.6163 6+ 000 1.9978 257.5130 TP1 4.2544 258.3208 5.4444 254.0664 8 + 600 1.6452 256.6756 10 + 200 6.5874 251.7334 12 +500 5.8942 252.4266 14 + 900 5.6100 252.7108 16 + 300 5.6100 252.7108 18 + 700 5.6100 252.7108 TP2 2.0021 253.7663 6.5566 251.7642 16 + 200 7.4845 246.2818 18 + 850 4.5100 249.2563 20 + 300 5.8900 247.8763 22 + 070 3.2010 250.5653
STA BS HI FS IFS ELEV BM25 5.3650 259.5108 254.1458 0+ 000 2.3225 257.1883 2+ 000 1.3256 258.1852 4 + 000 2.8945 256.6163 6+ 000 1.9978 257.5130 TP1 4.2544 258.3208 5.4444 254.0664 8 + 600 1.6452 256.6756 10 + 200 6.5874 251.7334 12 +500 5.8942 252.4266 14 + 900 5.6100 252.7108 16 + 300 5.6100 252.7108 18 + 700 5.6100 252.7108 TP2 2.0021 253.7663 6.5566 251.7642 16 + 200 7.4845 246.2818 18 + 850 4.5100 249.2563 20 + 300 5.8900 247.8763 22 + 070 3.2010 250.5653
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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