에 의해 게시 에 의해 게시 V PUGAZHENTHI
또는 아래 가이드를 따라 PC에서 사용하십시오. :
PC 버전 선택:
소프트웨어 설치 요구 사항:
직접 다운로드 가능합니다. 아래 다운로드 :
설치 한 에뮬레이터 애플리케이션을 열고 검색 창을 찾으십시오. 일단 찾았 으면 Timber Engineering Calculator 검색 막대에서 검색을 누릅니다. 클릭 Timber Engineering Calculator응용 프로그램 아이콘. 의 창 Timber Engineering Calculator Play 스토어 또는 앱 스토어의 스토어가 열리면 에뮬레이터 애플리케이션에 스토어가 표시됩니다. Install 버튼을 누르면 iPhone 또는 Android 기기 에서처럼 애플리케이션이 다운로드되기 시작합니다. 이제 우리는 모두 끝났습니다.
"모든 앱 "아이콘이 표시됩니다.
클릭하면 설치된 모든 응용 프로그램이 포함 된 페이지로 이동합니다.
당신은 아이콘을 클릭하십시오. 그것을 클릭하고 응용 프로그램 사용을 시작하십시오.
다운로드 Timber Engineering Calculator Mac OS의 경우 (Apple)
다운로드 | 개발자 | 리뷰 | 평점 |
---|---|---|---|
$3.99 Mac OS의 경우 | V PUGAZHENTHI | 7 | 3.86 |
Timber Engineering Calculator contains 55 Calculators for different Timber and Civil Engineering parameters. Comprehensive Calculator for Timber and Wood-works. *** Available in Metric (SI) and Imperial (USCS) Units *** • Area of Section (Rectangular and Square Beam) • Moment of Inertia (Rectangular and Square Beam) • Distance from Axis to Extremities of Section (Rectangular and Square Beam) • Radius of Gyration (Rectangular and Square Beam) • Section Modulus (Rectangular and Square Beam) • Maximum Fiber Stress (Rectangular Timber Beam) • Maximum Fiber Stress using Section Modulus (Rectangular Timber Beam) • Horizontal Shearing Stress (Rectangular Timber Beam) • Horizontal Shearing Stress (Rectangular Timber Beam with a notch in the lower face at the end) • Modified Total End Shear (Concentrated Loads) • Modified Total End Shear (Uniform Loading) • Allowable Unit Stress on Timber Columns (Single Piece of Lumber/Group of Pieces glued together) • Allowable Unit Stress on Timber Columns (Square/Rectangular Cross Section) • Allowable Unit Stress on Timber Columns (Circular Cross Section) • Allowable Unit Compressive Stress (Load is at an angle to the grain) • Allowable Stress - Rectangular Section (National Design Specification) • Allowable Compressive Stress inclined to grain (Hankinson's Equation) • Extreme-Fiber Bending - Adjusted Design Value • Tension - Adjusted Design Value • Shear - Adjusted Design Value • Compression perpendicular to the grain - Adjusted Design Value • Compression parallel to the grain - Adjusted Design Value • End grain in bearing parallel to the grain - Adjusted Design Value • Modulus of Elasticity - Adjusted Design Value • Size Factor • Volume Factor (Southern Pine) • Volume Factor (Other Species) • Radial Stress induced by a Bending Moment • Curvature Factor • Bearing Area Factor • Slenderness Ratio for Beams • Allowable Withdrawal Load (Nails and Spikes penetration) • Total Allowable Lateral Load - Group I Wood (Nails and Spikes penetration) • Total Allowable Lateral Load - Group II Wood (Nails and Spikes penetration) • Total Allowable Lateral Load - Group III Wood (Nails and Spikes penetration) • Total Allowable Lateral Load - Group IV Wood (Nails and Spikes penetration) • Allowable Withdrawal Load (Threaded portion of a Wood Screw penetration) • Total Allowable Lateral Load - Group I Wood (Wood Screws penetration) • Total Allowable Lateral Load - Group II Wood (Wood Screws penetration) • Total Allowable Lateral Load - Group III Wood (Wood Screws penetration) • Total Allowable Lateral Load - Group IV Wood (Wood Screws penetration) • Bolts - Adjusted Design Value for Lateral Loading • Split-Ring and Shear-Plate Connectors - Adjusted Value for Loading Parallel to Grain • Split-Ring and Shear-Plate Connectors - Nominal Value for Loading Normal to Grain • Nails and Spikes - Adjusted Design Value for Withdrawal • Nails and Spikes - Adjusted Design Value for Lateral Loading • Wood Screws - Adjusted Design Value for Withdrawal • Wood Screws - Adjusted Design Value for Lateral Loading • Lag Screws - Adjusted Design Value for Withdrawal • Lag Screws - Adjusted Design Value for Lateral Loading • Metal Plate Connectors - Adjusted Design Value for Lateral Loading • Drift Bolts and Drift Pins - Adjusted Design Value for Withdrawal • Drift Bolts and Drift Pins - Adjusted Design Value for Lateral Loading • Spike Grids - Adjusted Design Value for Lateral Loading • Stress and Deflection Factor (Ponding)
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