Load Calculations - TAMU
u = 1.2 D + 1.6 L = 25200 + 24000 = 49200 lbs = 49.2 kips Required axial force (LRFD), Pu = 49.2 kips. 4. Column C4 Tributary area, A T = 40 x 15 = 600 sq ft Influence area, A I = 4 A T = 4 x 600 = 2400 sq ft Live load reduction = 0.25 + [15 / √ (A I) ] = 0.25 + [15 / √ (2400)] = 0.25 + 0..30618 =0.55618 Amplified load: Dead Load = 1.2 (70 ... ................
................
To fulfill the demand for quickly locating and searching documents.
It is intelligent file search solution for home and business.
Related download
- the metric system conversions
- seismic load determination for residential decks
- catalog l b foster
- conversion factors and units of measurement simplified tamu
- chapter 2 design of beams flexure and shear
- steel construction products l b foster
- key calculations summary revision 2 aii home
- example 1 determine whether the column section w 14 x 68 a992 tamu
- conversion factors and units of measurement simplified engineering for
- esc vinyl sheet pile
Related searches
- calculations using significant figures key
- percent yield calculations worksheet answers
- calculations with significant figures works
- tamu academic calendar 2017 18
- tamu course search
- tamu course catalog
- tamu course list
- 3 phase load calculations electrical
- tamu non resident tuition waiver
- tamu tuition payment
- tamu graduate tuition and fees
- tamu tuition and fees