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Menentukan momen pelat atap type A3dengan ly/lx = 2Mlx = 0,001 Wulx2x = 0,001 .7,552 . 22.70 = 2,11456kNmMly = 0,001 Wulx2 x = 0,001 . 7,552. 22.17 = 0,513536kNm Mtx = -0,001 Wulx2 x= 0,001 . 7,552. 22.114 = -3,443712 kNm Mty = -0,001 Wulx2 x = 0,001 . 7,552. 22.76 = -2,295808 kNm Mtlx = . Mlx =1/2. 2,11456 = 1,05728 kNm Menentukan momen pelat atap type B1 dengan ly/lx = 1,125Mlx = 0,001 Wulx2x = 0,001 .7,552 . 42. 29,5 = 3,564544kNmMly = 0,001 Wulx2 x = 0,001 . 7,552. 42.23,5 = 2,839556 kNm Mtx = -0,001 Wulx2 x= 0,001 . 7,552. 42.57 = -6,887424 kNm Mty = -0,001 Wulx2 x = 0,001 . 7,552. 42.52,5 = -6,34368 kNm
Menentukan momen pelat atap type C1 dengan ly/lx = 1Mlx = 0,001 Wulx2x = 0,001 .7,552 . 4,52. 25 = 3,8232kNmMly = 0,001 Wulx2 x = 0,001 . 7,552. 4,52.25 = 3,8232kNm Mtx = -0,001 Wulx2 x= 0,001 . 7,552. 4,52.51 = -7,799328 kNm Mty = -0,001 Wulx2 x = 0,001 . 7,552. 4,52.51 = -7,799328kNm
Menentukan momen pelat atap type B2dengan ly/lx = 1,0Mlx = 0,001 Wulx2x = 0,001 .7,552 . 42. 25 = 3,0208kNmMly = 0,001 Wulx2 x = 0,001 . 7,552. 42.25 = 3,0208kNm Mtx = -0,001 Wulx2 x= 0,001 . 7,552. 42.51 = -6,162432 kNm Mty = -0,001 Wulx2 x = 0,001 . 7,552. 42.51 = -6,162432kNm