b075f932-4c17-4ade-8b06-0166c2a40c21 2 4 5 decimal

&[DATE] &[TIME] - &[FILENAME]

Uniform Beam - Multiple Beam Moments

Geometry

Clear Span Length

LG RB3 RB6 RB1 RB4 16.25 1.33 - (ft * 16.25 1.33 - (ft * 14.1 1.33 - (ft * 14.1 1.33 - (ft * 21.1 2 / 20.25 2 / + (ft * 182 / 182 / + (ft * 21.1 2 / 20.25 2 / + (ft * 182 / 182 / + (ft * 12 in * 12 in * 12 in * 12 in * 15.5 in * 15.5 in * 15.5 in * 15.5 in * 110 / 110 / 110 / 110 / 64 mat :

Tributary width

beam width (for self wt)

beam height (for self wt) deduct for slab as Req'd

Enter multiplyer for moment based on ACI 8.3.3 (i.e. W*L^2 * ....

Dead / Live Load factor

LF.DL 1.2 :

LF.LL 1.6 :

q.DL q.DLbeam : psf #

Dead Load Surcharge

γ.c 150 pcf * :

concrete unit wt

q.LL q.SL q.pv + : psf #

Live Load Surcharge

Loads on Beam

n 1 : n LG cols ≤ n n 1 + : b.trib 1 n el LG 3 n el : w.DL 1 n el LF.DL q.DL * b.trib 1 n el * : w.LL 1 n el LF.LL q.LL * b.trib 1 n el * : w.sw 1 n el LF.DL γ.c * LG 4 n el * LG 5 n el * : w.tot 1 n el w.DL 1 n el w.sw 1 n el + w.LL 1 n el + : 51 line for

Moments

n 1 : n LG cols ≤ n n 1 + : L 1 n el LG 2 n el : R 1 n el LG 6 n el : M 1 n el w.tot 1 n el L 1 n el 2^* R 1 n el * : NM 1 n el LG 1 n el : N 1 n el LG 1 n el kip * ft * : N 2 n el M 1 n el : 61 line for

NM RB3 RB6 RB1 RB4 14 mat

M kip ft * #