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1190_Mechanics Homework Mechanics of Materials Solution

1190_Mechanics Homework Mechanics of Materials Solution -...

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Unformatted text preview: PROBLEM 9.04 9.64 The simply supported beam AB is of constant flexural rigidity El and Clinics several concentrated loads as shown. Using the Method of Integra- y rion. write a computer program to calculate the slope and deflection at points 0 along the beam from x = 0 to x = L using given increments Ax. Apply this " program to the beam and loading of (a) Prob. 9.14 with Ax = 0.25 m. (b) Prob. 9.15 with Ax = 0.05 m, (c) Prob. 9.132 with Ax = 0.25 m. SOLUTION Fore EACH LOAD) ENTER Pl. 30W COMPUTE REACTION AT A FOR [:1 TO NUMBER LOADS: MA : MA + P( a; Loni: = LOAD + P; THEN: P RB: Mn/L on LOAD ~: lie—mt RA1Lonn—RB P. 5 it COMPU‘TE SLOPE AND DEFLECTIOIJ R -q.———~l STARTwe. WITH «:0 Am: UPDATING A THROUGH wear-mews} sueea Posts: a} DUE 'TO REM-now AT A FOR 1540‘ e=(l/Etj(é—RA¥2) £13.51:th :(r/ETHYI: RA?” 1 - Lo S—FCNST — PHRT EréiziRfl1+g <2) DUE To A_D-i_ 0 2M)» d1 coosirl _ 6 RAL 1 E1 ‘1 :ZRAY?+C'X+CZ FOR 1T0 NUMBER LOADS CONST =. l— P- (L‘Q-)3+COUS‘IZ _ 2 er. 1. t FOR ‘21:; (If; Pl ) THEM , To-rAL comRtBuriow FOR CaNsTAN E1473: H1, t 741‘ Cows—r : (i/FTVCOMS’Il—i-couqz) H 47‘ = 151391-12" [HT-0" 2 (3) Do»; '10 Lows - Rfinnwwo PART I: we 4 Oi + C3 I .. i F13 ”LR Vein-«13 Qw/Emzfiflz) - I} 6 A 6 ( g=i‘/firl(fi Phi-3) +C3¥¥C+ Howar- l 1 l y ‘ 1. FROM BOUNDARY comm-nous 93(1/EIKTORA7 “fog-(7: at) ) . 3 go — age-(ma) CONTINUED ...
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