Assignment $(1)$

Using the ACL$-$Coefficient method structural analysis, for a continuous one$-$way slab supported on beams and for main and secondary beams supported on Columns with a span length of $5\mathrm{.}0$ m center to center as shown in Figure. Assume that the beam webs are $30$ cm wide. The dead load is $3k\frac{N}{m}2$ including the slab's own weight, and the live load is $2k\frac{N}{m}2$ and the slab thickness $20$

Seroudary Beas cm$.$

$f_c^{\text{'}}=25$Mpa

$f_y=420$Mpa

Slsb

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