By the moment-areamethod c a lc u la te th e slopes of the e la stic curve at A, B and C and the vertic al de fle ction at C of the sim p le beam. E- 30,00 0k/in and I- 300 in". Refer to the fig ure belo w. All dec im a is must be included, do not ro und off ans wers. A II fig u res m ust be included and dra wn straight. Curves may be done fre e hand. Summarize your answers as shown below. Required Va lu es Answer e A P. A kip ft ft 15.8 15
By the moment-areamethod c a lc u la te th e slopes of the e la stic curve at A, B and C and the vertic al de fle ction at C of the sim p le beam. E- 30,00 0k/in and I- 300 in". Refer to the fig ure belo w. All dec im a is must be included, do not ro und off ans wers. A II fig u res m ust be included and dra wn straight. Curves may be done fre e hand. Summarize your answers as shown below. Required Va lu es Answer e A P. A kip ft ft 15.8 15
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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