TLFeBOOK 40816_FM_pi-xvii 10/22/01 12:37 PM Page i 40816 HICKS Mcghp FM Second Pass bcj 7/19/01 p.i CIVIL ENGINEERING FORMULAS TLFeBOOK This page intentionally left blank. TLFeBOOK 40816_FM_pi-xvii 10/22/01 12:37 PM Page iii 40816 HICKS Mcghp FM Second Pass bcj 7/19/01 p.iii CIVIL ENGINEERING FORMULAS Tyler G. Hicks, P.E. International Engineering Associates Member:American Society of Mechanical Engineers United States Naval Institute McGRAW-HILL New York Chicago San Francisco Lisbon London Madrid Mexico City Milan New Delhi San Juan Seoul Singapore Sydney Toronto TLFeBOOK abc McGraw-Hill Copyright ©2002 by The McGraw-Hill Companies. All rights reserved. Manufactured in the United States of America. 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Under no circumstances shall McGraw- Hill and/or its licensors be liable for any indirect,incidental,special,punitive,consequential or similar damages that result from the use of or inability to use the work,even if any of them has been advised of the possibility of such damages. This limitation of liability shall apply to any claim or cause whatsoever whether such claim or cause arises in contract,tort or otherwise. DOI:10.1036/0071395423 TLFeBOOK 40816_FM_pi-xvii 10/22/01 12:37 PM Page v 40816 HICKS Mcghp FM Second Pass bcj 7/19/01 p.v CONTENTS 9 . t Preface xiii n Acknowledgments xv - How to Use This Book xvii Chapter 1. Conversion Factors for Civil Engineering Practice 1 Chapter 2. Beam Formulas 15 Continuous Beams / 16 Ultimate Strength of Continuous Beams / 53 Beams of Uniform Strength / 63 Safe Loads for Beams of Various Types / 64 Rolling and Moving Loads / 79 Curved Beams / 82 Elastic Lateral Buckling of Beams / 88 Combined Axial and Bending Loads / 92 Unsymmetrical Bending / 93 Eccentric Loading / 94 Natural Circular Frequencies and Natural Periods of Vibration of Prismatic Beams / 96 Copyright 2002 The McGraw-Hill Companies. Click Here for Terms of UsTe.LFeBOOK 40816_FM_pi-xvii 10/22/01 12:37 PM Page vi 40816 HICKS Mcghp FM Second Pass bcj 7/19/01 p.vi vi CONTENTS Chapter 3. Column Formulas 99 T C General Considerations / 100 C Short Columns / 102 R Eccentric Loads on Columns / 102 D Column Base Plate Design / 111 U American Institute of Steel Construction Allowable-Stress Design Approach / 113 W Composite Columns / 115 Elastic Flexural Buckling of Columns / 118 U Allowable Design Loads for Aluminum Columns / 121 Ultimate-Strength Design of Concrete Columns / 124 W U W Chapter 4. Piles and Piling Formulas 131 U W Allowable Loads on Piles / 132 F Laterally Loaded Vertical Piles / 133 F Toe Capacity Load / 134 S Groups of Piles / 136 C Foundation-Stability Analysis / 139 S Axial-Load Capacity of Single Piles / 143 B Shaft Settlement / 144 L Shaft Resistance to Cohesionless Soil / 145 S C C Chapter 5. Concrete Formulas 147 W Reinforced Concrete / 148 Water/Cementitious Materials Ratio / 148 C Job Mix Concrete Volume / 149 Modulus of Elasticity of Concrete / 150 G Tensile Strength of Concrete / 151 S Reinforcing Steel / 151 B Continuous Beams and One-Way Slabs / 151 B Design Methods for Beams,Columns,and Other Members / 153 C Properties in the Hardened State / 167 C TLFeBOOK 40816_FM_pi-xvii 10/22/01 12:37 PM Page viii 40816 HICKS Mcghp FM Second Pass bcj 7/19/01 p.viii viii CONTENTS Compression at Angle to Grain / 220 C Recommendations of the Forest Products Laboratory / 221 F Compression on Oblique Plane / 223 S Adjustments Factors for Design Values / 224 V Fasteners for Wood / 233 Adjustment of Design Values for Connections with Fasteners / 236 C Roof Slope to Prevent Ponding / 238 Bending and Axial Tension / 239 L Bending and Axial Compression / 240 A L A Chapter 7. Surveying Formulas 243 L A Units of Measurement / 244 S Theory of Errors / 245 B Measurement of Distance with Tapes / 247 C Vertical Control / 253 B Stadia Surveying / 253 P Photogrammetry / 255 L C W D Chapter 8. Soil and Earthwork Formulas 257 F C Physical Properties of Soils / 258 N Index Parameters for Soils / 259 P Relationship of Weights and Volumes in Soils / 261 Internal Friction and Cohesion / 263 Vertical Pressures in Soils / 264 C Lateral Pressures in Soils,Forces on Retaining Walls / 265 Lateral Pressure of Cohesionless Soils / 266 F Lateral Pressure of Cohesive Soils / 267 Water Pressure / 268 S Lateral Pressure from Surcharge / 268 A Stability of Slopes / 269 L Bearing Capacity of Soils / 270 A Settlement under Foundations / 271 S Soil Compaction Tests / 272 H TLFeBOOK 40816_FM_pi-xvii 10/22/01 12:37 PM Page ix 40816 HICKS Mcghp FM Second Pass bcj 7/19/01 p.ix CONTENTS ix Compaction Equipment / 275 Formulas for Earthmoving / 276 Scraper Production / 278 Vibration Control in Blasting / 280 Chapter 9. Building and Structures Formulas 283 Load-and-Resistance Factor Design for Shear in Buildings / 284 Allowable-Stress Design for Building Columns / 285 Load-and-Resistance Factor Design for Building Columns / 287 Allowable-Stress Design for Building Beams / 287 3 Load-and-Resistance Factor Design for Building Beams / 290 Allowable-Stress Design for Shear in Buildings / 295 Stresses in Thin Shells / 297 Bearing Plates / 298 Column Base Plates / 300 Bearing on Milled Surfaces / 301 Plate Girders in Buildings / 302 Load Distribution to Bents and Shear Walls / 304 Combined Axial Compression or Tension and Bending / 306 Webs under Concentrated Loads / 308 Design of Stiffeners under Loads / 311 7 Fasteners for Buildings / 312 Composite Construction / 313 Number of Connectors Required for Building Construction / 316 Ponding Considerations in Buildings / 318 Chapter 10. Bridge and Suspension-Cable Formulas 321 Shear Strength Design for Bridges / 322 Allowable-Stress Design for Bridge Columns / 323 Load-and-Resistance Factor Design for Bridge Columns / 324 Allowable-Stress Design for Bridge Beams / 325 Stiffeners on Bridge Girders / 327 Hybrid Bridge Girders / 329 TLFeBOOK 40816_FM_pi-xvii 10/22/01 12:37 PM Page x 40816 HICKS Mcghp FM Second Pass bcj 7/19/01 p.x x CONTENTS Load-Factor Design for Bridge Beams / 330 F Bearing on Milled Surfaces / 332 O Bridge Fasteners / 333 W Composite Construction in Highway Bridges / 333 P Number of Connectors in Bridges / 337 T Allowable-Stress Design for Shear in Bridges / 339 F Maximum Width/Thickness Ratios for Compression C Elements for Highway Bridges / 341 O Suspension Cables / 341 M General Relations for Suspension Cables / 345 H Cable Systems / 353 N W F Chapter 11. Highway and Road Formulas 355 P E M Circular Curves / 356 Parabolic Curves / 359 C Highway Curves and Driver Safety / 361 G Highway Alignments / 362 W Structural Numbers for Flexible Pavements / 365 F Transition (Spiral) Curves / 370 E Designing Highway Culverts / 371 V American Iron and Steel Institute (AISI) Design H Procedure / 374 Chapter 12. Hydraulics and Waterworks Formulas 381 Capillary Action / 382 Viscosity / 386 Pressure on Submerged Curved Surfaces / 387 Fundamentals of Fluid Flow / 388 Similitude for Physical Models / 392 Fluid Flow in Pipes / 395 Pressure (Head) Changes Caused by Pipe Size Change / 403 Flow through Orifices / 406 TLFeBOOK