Beam Design XLS
Title: Beam Design Template Subject: Beam Design Author: JEM Keywords: Beam Design Description: For Use in AED-2 Last modified by: Mark A. Orsini Created Date
Title: Beam Design Template Subject: Beam Design Author: JEM Keywords: Beam Design Description: For Use in AED-2 Last modified by: student Created Date
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=
Title: Beam Subject: Simply supported doubly reinforced beam Author: pk_nandwana@yahoo co .in Last modified by: [email protected] Created Date
The clear span of each T Beam = (A) Design of continous slab:-let us assume total thickness of slab = mm and effective thickness Effective middle = clear distance between supports Overall depth of slab wd.L2 the width of the supports is more than 1/12the clear span
rectangle concrete beam(3) ((T)) concrete beam (2) ((T)) concrete beam rectangle concrete beam(2) rectangle concrete beam (ACCORDING TO ACI-99 CODE)
Author: David W. Miller Last modified by: David W Miller Created Date: 11/28/2007 1:34:09 PM Company: Specialty Structure Design Other titles: Calculator Notes Beam Moment Calculator Extrusions Plans Examination Checklist Questions Allowables 6061T6 Beam 6061T6 Post Table2002.4 BeamProps ...
Rectangular Concrete Beam Analysis/Design (per ACI 318-05 Code)
Uses ASD to check a D-Beam section pre & post composite. Sheet1 Parent Beam Ix Weight d a b Top Bar DB 8 x 35 W10 x 49 3 x ... This program is solely for the purpose of convenience in quick selection and NOT to be used for final design. Girder-Slab Technologies LLC makes no representations to ...
Design ALSINGLE AXIALLOADS DATABANK DEADLOADS DYNAMIC EQPTLOADS EQPTSINGLE LIVELOADS LLSINGLE LSEC macro1 macro2 MAXIMUMAL maximumdl MAXIMUMEL MAXIMUMLL ... Location of beam : Except at the end of beam be = t = T = r = k = n = if location is at the end of beam Web buckling check:
Beam Defelection Deemed to Comp Beam Torsion Beam Shear Beam Bending T or L Beam Beam Bending Rectangular Beam Theory Alpha2_Bending Alpha2_Bending_TorL
Design for area of steel for continuous/fixed deep beam - working stress design Per IS 456-2000 Working load on the beam M/(fs Z) Uncracked Section Design-Per IS 3370 PartII scbc sst liq-face sst away face Type of d Check for tensile stress due to bending in concrete for support moment
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
Notes Box Graf Bar Analysis Weight SPANS ACTIONS MAIN Pr_actions Pr_all Pr_bar Pr_main Pr_spans Pr_weight OPERATING INSTRUCTIONS Project Client Made by Date Page
Rectangular Concrete Beam Analysis/Design (per ACI 318-99 Code)
Author: David W. Miller Last modified by: David W Miller Created Date: 11/28/2007 1:34:09 PM Company: Specialty Structure Design Other titles: Calculator Notes Beam Moment Calculator Table2002.4 Allowables 6063T6 Beam 6063T6 Post 6061T6 Beam 6061T6 Post CrossRef Allowables!Print_Area 'Calculator ...
Calculator height of the beam width of the beam cover Concrete Properties: Strength of the Steel Strength of the Concrete Beam Geometries: h = cov = fy =
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
LRFD Beam-ColumnAnalysis Glulam ASD Beam-Column Analysis Glulam LRFD Beam-Column Analysis VGDL ASD Beam-Column Analysis VGDL A d Ix Sx Iy Sy Cells with calculated values
Author: Daniel T. Li Ph.D.SE Last modified by: Daniel Created Date: 12/17/2011 3:09:12 AM Other titles: WOOD BEAM Douglas Fir-Larch Southern Pine 'WOOD BEAM'!Print_Area
Enhanced Steel Beam Design Based on AISC 14th (AISC 360-10), (AISC Manual 14th Table 3-1) DETERMINE ALLOWABLE FLEXURAL STRENGTH , Mn / Wb , BASED ON AISC 360-10 Chapter F4 LICENSE NUMBER: New Package License THE BEAM DESIGN IS ADEQUATE.
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
Enter the Design Moment(KNm) Enter the grade of concrete Enter the grade of steel Enter the flange width Design of T beams INPUT OUTPUT d (mm) Asc (mm2) Ast (mm2) by http://www.engineeringcivil.com/ Shankar Lal Tayal third year student Indian Institute of Technology Bhubaneswar
Title: D-Beam Calculation Description: Uses ASD to check a D-Beam section pre & post composite Last modified by: Costanza Builders, Inc. Created Date
CALCULATIONS FOR DESIGN OF AN AIR COIL INDUCTOR Insert values for the white cells LASER DESIGN CALCULATOR OSC AMP1 AMP2 AMP3 AMP4 ... 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 ...
beam-col-design steel col design col information: section infor mation: p= kg pressure axiall load sectionname: c25 kg-cm major end moment a= major mid moment
Beam Design (including Torsion) 4.SHEAR R/f. CALCULATION 0.00 + transverse(Torsion) rft give minimum shear rft. + transverse(Torsion) rft 1.SECTION (Eq. Shear) Ve=V+1.6(T/b) 335.00 0.00 0.00 1.60 100.00 kN Width of the beam 30.00 cm (Eq.stress) tve=Ve/bd 1.98 1000 ...
PCI Beam Design & Details Sheet Pile Wall Abutment Piers ("#" of Columns) Slab Design & Details Single/Multiple Row Pile Bents Barge Impact Analysis Steel Plate Girder Design & Details Decorative Handrail Details Breastwall/Stub Abutments
DESIGN OF BEAM NO. FLOOR LEVEL. = Mpa Fck Fsc b D ENTER FACTORED MOMENTS IN T - M Size mm X Clear cover Ast bot Clear cover Ast top Description REMARKS LEFT SUP. RT. SUP. SINGLY / DOUBLY Mu (T-m)
Warren Design Vision's liability is limited to replacement of this software if it is found to be defective. ... where the first letter "X" indicates the type of beam and the second letters "YY" indicates the type of applied load. Beam Types S stands for Simply Supported Beam
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
XXXXZXXX Example DSM Beam Calculation (job1.mat) design strength fMn = allowable design strength Mn/W = Column strength calculations using the Direct Strength Method of Appendix 1 ... Beam-column calculation using DSM results for beam and columns (ASD Format) Required allowable strength (ASD ...
Tub (U-Beam) 48" Fl. Tub (U-Beam) 72" Solid Flat Slab (36"x15") ... Design Aid for Determination of Reinforcing Steel Step Three: Cost Estimate Comparison to Historical Bridge Cost C. Miscellaneous Items 1. MSE Walls 2. Sound Barriers
AISC13-Ecn. Bays AISC12-Fill Beam AISC11-Girder(2) AISC10-Girder(1) AISC09-Joist PROJECT: STEEL BUILDING DESIGN CASE STUDY SUBJECT: JOIST SELECTION
T2 = design thickness of insulation on rated beam (in) D2 = heated perimeter of the rated beam (in) SECTIONAL FACTORS FOR STEEL BEAMS Thickness of Coating Used on the Rated Steel Column Section (X1) Weight Per Foot of the Rated Steel Column Section (W1)
beam repair 24094ec partial depth patching 24095ec temporary construction entrance 24096ec remove and reset end treatment 24097ec thermo rumble strips ty 2 24098ec ppc i-beam type hn66-49 24099ec roller compacted concrete-6 in 24100ec roller compacted concrete-10 in
Beam Support 1 UDL dead 1 UDL Live 1 UDL snow 1 PU dead 1 PU live 1 PU snow 1 PU dead 2 PU live 2 PU snow 2 PL a dead 1 PL a live 1 PL a snow 1 PL b dead 1 PL b live 2 PL b snow 1 Support 2 Print Me NOTE 1: YOU HAVE TO ENABLE MACROS TO BE ABLE TO CHANGE SECTION SIZE.
T-beam W53 Girder Bearings Ftg geometry Railing Prestress ABUT DESIGN LC EQ LL DL Bridge Name: Bridge No. : Input: Span ft Geometry: Width Girder width Material:
Sheet3 Sheet2 Blank Timber Beam Design Beam Name = Applied Loading Trib. Area = sq. ft. Dead Load = psf Live Load = Span = ft. Shear kips Moment kip-ft Load Cases
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 Design of Concrete Bridges Contd.
Beam Heat Load (design) Beam Heat Load (typical) BEAM DUMP RAW System With Downstream LCW flow in tunnel Pump & Heat Exchanger Location In Beam Dump Enclosure RAW Pump Heat Load 100 HP WAG Main Injector Ring Ponds LCW Heat Load Cryoplant Heat Load
SINGLE ANGLE (EQUAL LEGS ONE IN COMPRESSION) SECTION BEAM COLUMN DESIGN-Check design combined compression and bending strength of single angle member with equal legs to AISC LRFD 3rd Ed.-Refer to LRFD Specifications for Single Angles Chapter 16.3 Section 5.2.2 see 5-4c
ME 372: Mechanical System Design Bobby Yen and Ken Clark Beam Tables TABLE OF CONTENTS Beam Name Beam # Simply Supported - Horizontal Pure Bending Simply Supported - Horizontal Single Moment (Left)
Composite beam design Design moment capacity if full composite section is provided Composite beam design, shear connectors Number of shear stud connectors required in the composite beam Structural Depth Ref Manual p. 4-33 Allowable bending stress
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
retroreflective beam guardrail delineator retroreflective beam guardrail delineator (white) retroreflective beam guardrail delineator (yellow) single delineator with post double delineator with post double delineator with post ...
Design beam Beam over all Design draft Water density Displaced volume Displacement Total length of submerged body Total beam of submerged body Block coefficient Prismatic coefficient Wetted surface area Longitudinal center of buoyancy
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.
modified g2 weak-post, corrugated beam guide rail, design guidance ei 04-017 modified g2 weak-post, corrugated beam guide rail, new pay items ei 04-018 revisions to standard specifications section 401, 402, 403, and 633 for hot mix asphalt (hma) plant production, pavements, and pavement conditioning