Laserfiche WebLink
Slab Calculation <br />Check 1: Load Capacity <br />≔w2 =+⋅⋅⋅γc 1 ft tslab 1 ft ⋅((+DL LL))1 ft 2 0.245 kip Self weight <br />≔Papplied =⋅1.4 w2 0.343 kip Total load <br />≔Pn =⋅⋅⋅1.72 ⎛ <br />⎝ <br />⎛ <br />⎝ <br />ks ―R1 <br />Ec <br />⎞ <br />⎠ <br />10 4 3.60⎞ <br />⎠ <br />ft' tslab <br />2 401.964 kip Nominal load carrying capacity of <br />slab <br />≔Pa =――Pn <br />FS 133.988 kip Allowable load carrying capacity of <br />slab <br />=if Pa Papplied “OK” “NOT OK”“OK” <br />Check 2: Average Bearing Capacity of Soil <br />W1 =―――w1 <br />⋅1 ft b <br />⎛⎝⋅9.112 10 3 ⎞⎠psf <br />≔W2 =――w2 <br />1 ft 2 245 psf <br />≔Wtotal =W2 245 psf <br />=if Wtotal BC “OK” “NOT OK”“OK” <br />Check 3: Thickness for Stationary Live Load <br />treq =⋅⎛ <br />⎝ <br />Wtotal 144 <br />257.876 ft' <br />⎞ <br />⎠ <br />2 <br />―Ec <br />ks <br />0.08335 in <br />=if treq tslab “OK” “NOT OK”“OK” <br />80 of 89 <br />3201 S Halladay St <br />5/5/2025