Beam Design XLS
BEAM DESIGN PROJECT: JOB NO: Designed: CLIENT: TITLE: Checked: SUBJECT: Fuat Ornarli Last Updated: fy= fc'= Cover= BEAM DESIGN INPUT L= ft-kips w conc= b= in h= d=
For Use in AED-2 ... Beam Calcs As bf Case Check d density dw E I L MxP1 MxP2 MXTot MxUDL P1_ P2_ s sMax StX tf tw
Monorail Beam Analysis ... S-shaped Monorail Beam IND1 Shape l = tw = Cxo = bf = tf = ta = Cx1 = kips in. ksi Input:
Composite Beam design Decking Slab thickness Rib direction Concrete type Concrete grade Trough depth Trough area Cover to top of troughs Lightweight Centroid to soffit N/mm2 Net slab properties Concrete densities Centroid to bottom surface Normal weight Wet Dry Dry Density kN/m3 kN/m2 Spacing
Concrete Properties Sections Table I Composite Beam C_Table Comp section table HSS9.625X0.500 HSS9.625X0.375 HSS9.625X0.312 HSS9.625X0.250 HSS9.625X0.188
WT Rev L RW L RW RW Stair Sum Defl Bi Axial Col Slender Col Cir Beam 3H Arch Dome Iso F C F Seismic Stair Grid Slab Slab Typ Column Column Typ Beam Typ ~#temp __xlnm.Print_Titles_3
Parent Beam Ix Weight d a b Top Bar DB 8 x 35 W10 x 49 3 x 1 DB 8 x 37 W12 x 53 DB 8 x 40 3 x 1.5 DB 8 x 42 DB 9 x 41 W14 x 61 DB 9 x 46 Avg. Area Tw Cbot Ctop Sbot Stop Mall Bare Steel Transformed Composite Section D-Beam Size Project Name: Job Number: Design Information DB Properties Steel ...
Reinforced Concrete Beam Design. Maximum Shear Force On Beam = Maximum Moment On Beam = lbs in-lbs psi plf ft Factored Shear Force On Beam = Factored Moment On Beam = Mild Steel Reinforcement Strength = in Width In The Blue Box Please Enter A Guess For
Design of Concrete Bridges T-Beam Bridge Design Solid Slab Bridge design Concrete Deck design Example problem on: Flexure & shear strength of R.C. members Reinforced concrete constituent properties Reinforced and prestressed concrete material response
Rated Design Thickness of Beam Insulation (T2) rating for insulation thickness Known Insulation Rating Unknown Insulation Rating W2 = weight of design rated beam (lb/ft) D1 = heated perimeter of unrated beam (in)
Rectangular Concrete Beam Analysis/Design (per ACI 318-05 Code)
Beam-Column Column Beam a Cm fb fc M Mcrd Mcre Mcrl Mn Mnd Mne Mne Mnl Mnl Munits My My P Pcrd Pcre Pcrl PE Pn Pnd Pne Pnl Pno Punits Py units units Wb Wc Name: Date: ... allowable design strength Mn/W = Column strength calculations using the Direct Strength Method of Appendix 1 Py = kip
Design load on the beam Lever arm Z D / b Ast supt mm2 Ast span Cl 29.2b Nos. dia req. Ast prov. M/(0.87fyZ) Depth of tensile zone for +ve reinf 'mm' Design for positive reinforcement at span Reinf. details provided at span Reinf. details provided at supt Lclear / D Zone 1 Zone 2 of the beam
lanes / beam For one design lane loaded: DFM = 0.06 + ( S / 14 )^0.4 x (S / L)^0.2 x (Kg/12/L/ts^3)^0.1 The controlling DFM is the larger of the two, thus, Shear Force DFV = Distribution factor for Shear force for interior beam
CSA_Beam.xls Beam Design Moment of Inertia about the Y-Axis Iy (w2*pi()/L)*sqrt(E*Iy*G*J+((pi()*E/L)^2)*Iy*Cw)/1000^2 2/8/2005 1:30:39 PM 8201.00 876.10 350.00 1820.00 0.90 39.00 101.56 1900.00 0.50 237.14 83000.00 231.00 0.66 4214.05 1000.00 2.32 786.04 OK Reselect Web Size
Floor Beam Operating Rating Factor **# Design Load (31) @ Operating Type (63) @ Inventory Type (65) @ (If Applicable) OTHER SPAN OF INTEREST Responsible Engineer: Address: Date: @ BMS Coding Manual available on the FDOT Office of Maintenance website
Beam Expander Tem00 loss Tem01 loss Data and formulas referenced from "Solid-state laser engineering" Walter Koechner. EG&G, ... MOPA CALCULATIONS FOR OPTIMUM BEAM GAIN Cr% E p/d go Es J/cm2 This design is for Magwire wrapped on non magnetic cores HELICAL FLASHLAMP CALCULATOR Arc Len Calc Ke ...
DESIGN OF ASYMMETRIC SLIMFLOR BEAM WITH PRECAST CONCRETE SLAB GP 1027 SCI P 341 GUIDANCE ON MEETING THE ROBUSTNESS REQUIREMENTS IN APPROVED DOCUMENT A SB 1023 SCI P 340 INTEGRAL STEEL BRIDGES: A Summary of current practice in design and construction
DOUBLE ANGLE (SLBB) SECTION BEAM COLUMN DESIGN-Material assumed to conform to ASTM A36 -Material assumed to conform to ASTM A36 BOUNDARY CONDITIONS SECTION PROPERTIES LOCAL BUCKLING MOMENT LATERAL TORSIONAL BUCKLING Based on Sx YIELDING MOMENT
DESIGN FOR General Beam Design Columns Stress / Strain Units e 8. E: Modulus of Elasticity.Measures material's resistance to deformation Bending n If a hole must be punched out of a Beam to allow for passage Rise b a c A B C Sin A Distance Moment = Couple d
Panel-Zone Shear Design Strength For Calculation Purposes, the behavior of the panel zone remains nominally within the elastic range. dc = tw = Column Depth ... Beam Flange Forces (a positive value indicates compression) Vp = (Absolute Value) AC = tcw = Fcy = db = tbf = Vs = Vp = dm =
Design Beam Width or Effective Slab Width (in) - b6 or EFW6 6. The design beam width equals the width of the bottom flange. For box beams topped by a concrete slab, the Effective Flange Width (EFW) is calculated below.
EA Design Per Beam Hours are for completing each required prestressed beam design. Low range: multiple beam lengths per span, High range: single beam length per span. Non-standard bearing pad design and details. Hours are per pad design.
BEAM SECTION Steel Beam Design with Gravity Loading Based on AISC-ASD 9th WT230X143 F WT230X130 WT230X117.5 WT230X106.5 WT230X96.5 WT230X88.5 WT230X79 WT230X72 WT230X64 WT230X56.5 WT230X53 WT230X48.5 WT230X44.5 WT230X41 WT230X37 WT230X34 WT230X30 WT230X26 WT230X232 WT230X210.5
Beam BeamTable BeamType BeamTypeList CF d de ExtLever ExtLever1 ExtLever2 ExtLeverList gextmom gextshear gintmom gintshear IntLever IntLever1 IntLever2 ... No. Design Lanes, NL = The Final LLDF for may be modified according to the following TxDOT policies:
COMPLIES WITH LATEST EUROPEAN DESIGN CODES Padstone Calculator structural calculations for padstones kN (factored) ... Length of beam end bearing = Beam End Reaction = Characteristic strength of masonry = Bearing Factor = Maximum Bearing Stress =
Sheet1 ZARATE, AV Limit States Design of beam-columns: The Canadian Approach and Some Comparisons Design of castellated beams for use with BS 5950 and BS 449
design of a reinforced concrete beam (software development) mahalaxmi parameswaran analysis of submarine pipelines during installation k.n. sridhar finite element based watershed modeling with applications of gis mohd sharique manzoor a.
Sheet1 Source Quick Reference Length (m) Beam Width, b (mm) Over-all depth, D (mm) Tributary Area (sq.m) Adjacent Slab Thickness (mm) Height of Partition above (m)
Standard Calculation Sheet for R.C. Design Design of Doubly Reinforced Beam (Bending, Shear and Torsion) - USD Method ACI 318-99 ,E . I .T1008-38 1/1/2004 0.25 0.50 2.00 1.00 0.00 0.00 0.00 0.00 1.00 0.05 0.00 0.05 0.05 0.00 0.05 240.00 4000.00 4200.00 fy should not exceed 4200 2.00 1.00 0.00 0 ...
Data (2) testing sort Data Lists Partial Uniform Point Qucik Design Quick Check Main a a a b b b B_des B_des BeamDatabase BeamDatabase BeamName BeamName C_b C_b E E E I
Computer aided design of t beam bridges Kumar, Ranjeet CEDG-177 Concrete : building pathology Macdonald, Susan, Ed. 2003 CED22995 Seepage ersoion around levees Roy, Sabyasachi CEDG-209 Dynamic analysis of a flyover bridge Jain, Piush CEDG-234
Beam Extension Centerline of Pier to Centerline of Bearing Deck Transverse Bar Size Longitudinal Bar Size in ... Number of Design Lanes Relative Humidity LLDF Design Moment Skew angle of bridge bearing line Number of beams in bridge cross section
Beam Structural Shape W Shapes 36x300 36x280 36x260 36x245 36x230 36x210 36x194 36x182 36x170 36x160 36x150 36x135 33x241 33x221 33x201 33x152 33x141 33x130 33x118 ... Reference: Buchanan, A. H., Structural Design for Fire Safety, 2001, Page 179. please send an email to [email protected] or [email protected]
Single-span steel beam.Design Build Project. No R/W. FY12 Reservoir. MRW IR 71 3.170 Full depth replacement and addition of 3rd median lane.Evaluate options for mainline bridge SLM 5.96 over abandoned RR.Env on PID 86916D6 Environmental Coordinator - Brian Tatman
การออกแบบคาน (Beam Design) การออกแบบเสา (Column Design) การออกแบบฐานราก (Footing Design) วันที่ : ออกแบบพื้นคอนกรีตเสริมเหล็ก RC Flat Slab
Composite Beam Design and Safe Load Tables 40:50(18) 78/0083 COOK, JP Composite Construction Methods 40:50(19.1) 94/0014 Composite structures of steel and concrete v 1(Beams, slabs, columns and frames for buildings 40:50(19.2) 96/0020 40:50(20.1) 00/0064
Masonry Beam Design Based on ACI 530-05 Design of Masonry Bearing Wall with Opening Based on TMS 402-11 CHECK JAMB CAPACITY UNDER LATERAL & AXIAL LOADS (TMS 402-11 2.3.3) in, (TMS 402-11 22.214.171.124.3)
Compression Characteristics and Structural Beam Design Analysis of Steel Fiber Reinforced Concrete CERL TR E-17 Schomer Predicting Community Response to Blast Noise CERL Interim Rpt. P-10 Neely Construction Cost Engineering and Computation State of the Art, 1973
Active Chilled Beam Cooling with DOAS-ACEEE ASHRAE Design Considerations for Active Chilled Beams-2008 Cooling Airflow Design Tool for Displacement Ventilation - 2009 Using Off Peak Pre Cooling ASHRAE 2009 LBNL reports on pre cooling Cool Wall-heat reflective paint
Alignment Tolerances (beam based) For kickers: rise time and flattop duration If varied, what field range & dB/dt Individual control or series ('string') ... Magnet Design Input to the Magnet Systems Group Method: steering dipole or magnet mover Form Revision Date: 20-March-2006
Prestressed Precast I-Girder Design for Intermediate Beams - CE767 Beam@transfer Beam@service Bottom Tensile Stress due to( 0.75 Mll+IM) = STRESSES AT TRANSFER Service III = Beam Bottom Fiber Stresses =
The three point base, special floating bearing principle, and beam design eliminates the need for level adjustment. Zeroing by means of a counterbalancing knob at the end of steel knife edges and stainless steel pans. the beam.
The shielding design of accelerators must be done to reduce radiation dose as small as possible for radiation workers and general public during the accelerator operation. ... stabilization of the cyclotron beam and design of a new gradient corrector including an active coil.
W-Beam LTB Element Flange Web ... Check the following: Shape Properties and Other Givens Design of Members for Flexure using the Steel Construction Manual (13th Ed.) kip-in Mn = Mp = FyZx = (F2-1) Lateral-Torsional Buckling (F2,F3) Yielding (F2) 1.76ry E/Fy = (F2-5)
Beam Painting Editorial Roadway Drain Casting Pipe Merging Taper CODE PAGE Date RBCL 01 02 TECD Temporary Erosion Control Ditch 03 04 05 TECI Temporary Erosion Control Inlet ... Sign Design Details - 2 of 2 Concrete Bridge Railing Transition WBC or TBC Details at End Bent
Benkelman Beam, design, FWD, falling weight deflectometer, non-destructive testing, pavements, pavement deflection, pavement design, rehabilitation design, roads, testing
Beam design allows counter to operate in heavy fog and near white out conditions. Snow on the ground will not affect the operation until it is deep enough to block the beam. Designed to eliminate false counts by falling leaves, branches and swinging arms.
Adjacent Precast Concrete Box Beam Bridges: Connection Details NCHRP Synthesis 393 ... Design of Roadside Barrier Systems Placed on MSE Retaining Walls NCHRP Report 663 Geomaterials 2010 TRB No. 2167 Pavement Management 2010 TRB No. 2155
For deck beam bridges, ... This tool is designed to help planning and design engineers at Massachusetts Highway Department to make accurate cost estimates of bridge construction projects when little information is known.