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Untuk rasuk kayu dan muatan yang ditunjukkan dalam Rajah S2

Untuk rasuk kayu dan muatan yang ditunjukkan dalam Rajah S2, gunakan fungsi singulariti untuk menentukan cerun di hujung A dan pesongan pada titik tengah C. Diberi ketegaran lenturan, El = 168.75 kN.m2

For the timber beam and loading shown in Figure Q2, use singularity functions to determine the slope at end A and the deflection at the midpoint C. 

Given that the flexural rigidity, El = 168.75 kN.m2.

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