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Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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الفصول الدراسية O (33) Analysis of IRRGULAR sectic x A Engineering Analysis and Numer x Exam No. 5 (Engineering Analys x + A docs.google.com/forms/d/e/1FAlpQLScONeni_Ek62H3utR19KTGWuORZRt1x66CrijPZGpwBnQxXXA/viewform (2a+1) et (+D (-Ir (2n+1 8A (-Ir (2n +1)at (+ )x sim O 5 5 j 6 jua (2n+1)net Er,)- (-I (2 in (n+ 1)x .)- (-1 O 7 O 8 J x.)= (-1 2n + 17 (-Ir 72+in 2n + )aet (2a+1) ne x,= O 10 Ju 7:05 PM P Type here to search A 40) A ENG 3/15/2021 Co
Transcribed Image Text:الفصول الدراسية O (33) Analysis of IRRGULAR sectic x A Engineering Analysis and Numer x Exam No. 5 (Engineering Analys x + A docs.google.com/forms/d/e/1FAlpQLScONeni_Ek62H3utR19KTGWuORZRt1x66CrijPZGpwBnQxXXA/viewform (2a+1) et (+D (-Ir (2n+1 8A (-Ir (2n +1)at (+ )x sim O 5 5 j 6 jua (2n+1)net Er,)- (-I (2 in (n+ 1)x .)- (-1 O 7 O 8 J x.)= (-1 2n + 17 (-Ir 72+in 2n + )aet (2a+1) ne x,= O 10 Ju 7:05 PM P Type here to search A 40) A ENG 3/15/2021 Co
الفصول الدراسية O (33) Analysis of IRRGULAR sectic x A Engineering Analysis and Numer x | Exam No. 5 (Engineering Analys x + i docs.google.com/forms/d/e/1FAlpQLScONeni_Ek62H3utR19KTGWuORZRt1x66CrijPZGpwBnQxXXA/viewform Find the solution of the wave equation when initial velocity equal to 0 and initial deflection is (2kx/l) when x between zero and (1/2) and deflection equal to (2k(I- x)/I) when x between (1/2) and (1) the P.D.E. is * Pu = c2 dx? (-1" (n+ 1)aet (2n+1) (-Ir (2n + DEx O 14 O 2 3 (-1 (2n+ 1) eer (2a+ )s (-1 (n+ )aa. (n+ Dax 2n+ 1 O 3 J O 4 J 7:05 PM P Type here to search A Q0) A ENG 3/15/2021
Transcribed Image Text:الفصول الدراسية O (33) Analysis of IRRGULAR sectic x A Engineering Analysis and Numer x | Exam No. 5 (Engineering Analys x + i docs.google.com/forms/d/e/1FAlpQLScONeni_Ek62H3utR19KTGWuORZRt1x66CrijPZGpwBnQxXXA/viewform Find the solution of the wave equation when initial velocity equal to 0 and initial deflection is (2kx/l) when x between zero and (1/2) and deflection equal to (2k(I- x)/I) when x between (1/2) and (1) the P.D.E. is * Pu = c2 dx? (-1" (n+ 1)aet (2n+1) (-Ir (2n + DEx O 14 O 2 3 (-1 (2n+ 1) eer (2a+ )s (-1 (n+ )aa. (n+ Dax 2n+ 1 O 3 J O 4 J 7:05 PM P Type here to search A Q0) A ENG 3/15/2021
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