Kips ft 2 to lb in

• [PDF File]The Metric System Conversions

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  1 gram per cubic inch = 3.78 lb per ft3 Approximate Rates of Application Equivalents (U.S. Measures) 1 ounce per square yard = 302.5 lb per ac 1 ounce per 100 square feet = 27.2 lb per ac 1 pound per 100 square feet = 435.6 lb per ac 1 pound per acre = 1 oz per 2,733 ft2 2) = 4.5 g per gal = 0.0104 g per ft2 = 1.12 kg per ha 2 = 1.04 g per ft2 ...

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• [PDF File]Seismic Load Determination for Residential Decks

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  F2= Cv2V= 2.87 kips Step 11: Solve for acceleration on second floor to Note: Mass and acceleration were determined at the 2nd floor of the building to distribute to the deck. Step 12: Determine the seismic load on the deck Ad = 144 ft 2 d Note: To be conservative the deck weight included a 10 psf dead load and a 40 psf live load. 10

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• Conversion Table - Wiley Online Library

  mm 2in. 0.00155 ft 2m 0.09290 ... lb N 4.448 kN kip 0.2248 Stress ksi MPa 6.895 MPa ksi 0.145 Moment ft-kip kN-m 1.356 kN-m ft-kip 0.7376 Uniform loading kip/ft kN/m 14.59 kN/m kip/ft 0.06852 kip/ft 2kN/m 47.88 kN/m 2kip/ft 0.02089 psf N/m2 47.88 Cold-Formed Steel Design, Fourth Edition Wei-Wen Yu and Roger A. LaBoube 415

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• 9.3 kips/ft

  390.2 Determine maximum allowable percentage increase or decrease in negative moment Use d = 25.44 in. (assuming 1.5 in. clear cover, No. 4 stirrups, and No. 9 flexural bars)

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• [PDF File]CATALOG - L.B. Foster

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  in. in. in2 lb / ft ft2 / lin ft ft2 / lin ft lb / ft2 lb / ft2 in4 / ft in3 / ft mm mm cm2 kg / m m2 / m m2 / m kg / m2 kg / m2 cm4 / m cm3 / m PZC 38-CP ... Higher interlock strengths are available but obtainable swing may be reduced in interlock strengths above 24 kips/in (4,200 kN/m). ...

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• [PDF File]Conversion Factors and Units of Measurement Simplified ... - TAMU

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  Kips per square foot Kips per square inch Tempe rature Degree Fahrenheit ft-lb in.-lb kip-ft kip-in. lb/ft2, psf lb/in.2, psi kips/ft2, ksf kips/in.2, ksi Rotational or bending moment Rotational or bending moment Rotational or bending moment Rotational or bending moment Soil pressure Stresses in structures Soil pressure Stresses in structures

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• [PDF File]Chapter 2. Design of Beams – Flexure and Shear

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  Example 2.2 Design a simply supported beam subjected to uniformly distributed dead load of 450 lbs/ft. and a uniformly distributed live load of 550 lbs/ft. The dead load does not include the self-weight of the beam. • Step I. Calculate the factored design loads (without self-weight). wU = 1.2 wD + 1.6 wL = 1.42 kips / ft. MU = wu L

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• [PDF File]Conversion Factors and Units of Measurement Simplified ... - TAMU

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  Kips per square foot Kips per square inch Temperature Degree Fahrenheit Abbreviation ft2 yd3 kip, k ton lb/ft, pif kips/ft, klf lb/ft2, psf k/ft2, ksf lb/ft3 ft-lb in.-lb kip-ft kip-in. lb/ft2, psf lb/in.2, psi kips/ft2, ksf kips/in.2, ksi Use in Building Design Large dimensions, building plans, beam spans Small dimensions, size Of member cross

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• [PDF File]STEEL CONSTRUCTION PRODUCTS - L.B. Foster

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  in. in. in2 lb / ft ft2 / lin ft ft2 / lin ft lb / ft2 lb / ft2 in4 / ft in3 / ft mm mm cm2 kg / m m2 / m m2 / m kg / m2 kg / m2 cm4 / m cm3 / m PZC 38-CP ... Higher interlock strengths are available but obtainable swing may be reduced in interlock strengths above 24 kips/in (4,200 kN/m). ...

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• [PDF File]Key Calculations Summary REVISION 2 - AII Home

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  Energy Foot -Pounds (ft-lbf) Joules (J) 1.356 Energy Foot -Kips (ft-kips) Kilo Joules 1.356 Damping Seconds / Feet Seconds / Meter 3.2808 Blow Count Blows/Foot Blows / Meter 3.2808 Tonne (1000 Kg). The METRIC unit of force. NOT to be confused with the English TON G = 9.80665 m/s², 32.1741 ft/s2

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• [PDF File]Example 1: Determine whether the column section W 14 X 68 A992 ... - TAMU

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  Dr. M.E. Haque, P.E. Column Design Examples (Page 3 of 5) Example 2: Determine the lightest W-section for the column shown in Figure. The column must resist the following loads: PD = 50 kips PL = 170 kips PW = 110 kips Use A992 steel (Fy=50 ksi)

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• [PDF File]Conversion Factors and Units of Measurement Simplified Engineering for ...

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  Kips per square foot Kips per square inch Temperature Degree Fahrenheit Abbreviation ft2 yd3 ft3 kip, k ton lb/ft, plf kips/ft, klf lb/ft2, psf k/ft2, ksf lb/ft3 ft-lb in.-Ib kip-ft kip-in. lb/ft2, psf lb/in.2, psi kips/ft2, ksf kips/in.2, ksi Use in Building Design Large dimensions, building plans, beam spans

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• [PDF File]ESC VINYL SHEET PILE

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  in in in in2 in3/ft in4/ft ft-kips/ft ft-kips/ft ibf-in2 x106/ft ft-lbs/ft2 lb/ft lb/ft2 mm mm mm cm2 cm3/m cm4/m kNm/m kNm/m kNm2/m kJ/m2 kg/m kg/m2 ESC-GW600-5.5 23.9 3.5 0.22 6.4 1.6 2.8 0.43 0.86 1.1 ≥ 14.3 3.97 1.99 Jagged 608 88 5.5 41.1 87 385 1.9 3.8 9.9 ≥30 5.9 9.7 ESC-GW600-6.0 23.9 3.5 0.24 6.9 1.7 3.1 0.46 0.93 1.2 ≥ 14.3 4.30 ...

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• [PDF File]GREGG DRILLING AND TESTING, INC CONVERSION FACTORS

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  pounds/square foot (lbs/ft2) pounds/square inch (lbs/in2) 0.0069445 kips/square foot (ksf) 1 X 10-3 kilograms/square centimeter (kg/cm2) 0.000488243 tons (metric)/square meter (t/m2) 0.004882 atmospheres 4.72541 X 10-4 kilonewtons/square meter (kPa) 0.04788 Pounds/square inch (lbs/in2) pounds/square foot (lbs/ft2) 144 Tons (short)/square foot ...

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• [PDF File]Load Calculations - TAMU

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  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 ...

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• [PDF File]Reinforced Concrete Square Spread Footing Analysis

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  I c u u u u u u V 0.75 2 1.0 3000 11.17 12 28/1000 308 kips V u < ϕV c o.k. Figure 3 – Critical Section for One-Way Shear 3. Footing Flexural Strength and Reinforcement The factored moment at the critical section (at the face of the column) is calculated as follows: 7310 §·58/12 2 11.17 954 kips-ft u 1000 2 M u u ¨¸ ¨¸ ©¹

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• [PDF File]Example I-1 Composite Beam Design

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  LB wl EI ∆= = = 1.30 in. < 1.5 in. o.k. Manual Table 3-20 Determine if the beam has sufficient available shear strength ... = 61.2 kips φVn= 234 kips > 61.2 kips o.k. Va = 45ft 1.93kip/ft 2 = 43.4 kips Vno.k. Manual Table 3-3 Determine the required number of shear stud connectors Using perpendicular deck with one ¾-in. diameter weak stud ...

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• [PDF File]Design Report -Option-1 - Siliconec

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  Length Feet ft Mass Pound lb Load Kilo Pound kip - Density -- -- Lb/ ft 3 Force Pound lb - Area Sqrare inches --- in^2 4.3 Coordinate System The FE model was built in the Global Coordinate System whose origin is at the (0,0,0). The Y-axis points vertically upward. The X-axis points in the

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• [PDF File]FUNDAMENTALS OF STRUCTURAL ANALYSIS - SOLUTIONS GUIDES

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  640 2 8(50.6) 404.8 lb/ft 0.40 kips/ft, ok TLLTLL aA K AK L w == = => =+= > == = æöç÷ çç ÷÷ èø 6.67 2 ( ) (20) 66.7 ft , 2, 133.4 400, No Reduction 2 6.67 (60) 200.1 lb/ft 0.20 kips/ft 2 TLLTLL bA K AK w == ==< == = 2 trib beam 6.67 ( ) (20) 10(10) 166.7 ft , 2, 333.4 400, No Reduction 2 6.67 (60) 200.1 lb/ft 0.20 kips/ft 2 ()( )60(10 ...

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• [PDF File]OK

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  soil 120 lb/ft 2 Net Allowable Soil Pressure q an = q allow - (w footing + w soil) lb/ft 2 Soil stress due to eccentric loads e = M u / P u 0.09 ft 1 - 6e/B B 0.55 ft Use B 5.5 ft q1 u kip/ft 2 q2 ... / 2 kip/ft 2 kips b o = 2(d + c 1) x 2(d + c 1) in V c = min kips kips φ 0.75 φV c kips > V u kip OK 4.7303 3.8648 149.0 90000 150 120 86520 20 ...

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