Review problems for Exam 1
5. Divide 302.5 inches in half and add the beam thickness back in. eg. 155.75” 6. Convert to meters a. 155.75 x 2.54 = 395.60 cm. b. 396 / 100 = 3.96 M. 7. Go to the tables in the code for Maximum spans for built up beams for the number of floors required. 8. Since a SJL of 3.8M does … ................
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