Conversion Factors for Civil Engineering Practice 1 Chapter 2. Beam Formulas 11 Continuous Beams / 11 Ultimate Strength of Continuous Beams / 46 Beams of Uniform Strength / 52 Safe Loads for Beams of Various Types / 53 Rolling and Moving Loads / 53 Curved Beams / 65 Elastic Lateral Buckling of Beams / 69 Analysis of Statically Indeterminate Structures by the Displacement Method The Slope-Deflection Method: An Introduction The Slope-Deflection Method: Beams (Continued) m s. axial: a p fa =. �WD���Zc��edr�Kt�L����]Ѝ��RuQ�#��?�`�0����(J%�����Z�b��" endstream endobj 87 0 obj 636 endobj 88 0 obj << /Filter /LZWDecode /Length 87 0 R >> stream 0000015934 00000 n 0000112155 00000 n 0000009387 00000 n �m\WS�F&#��2���@�#F%��R��I�]K(���N*K�j�R5�7��M[K��+�$;r[���j�1+*ik��h�j����U��p�y���b��.��е�^��Q+%wH�i���a�"���(�7�CmQU �KS�5]*'� formula sheet to help understanding the material of Structural Analysis formula sheet to help understanding the material of Structural Analysis i= bd3 12. s= i c = bd2 6 a=bd . structural elements connected by welding, bolts or other means. These notes will assist the candidates to revise the important formulas from time to time and they can review them in last few weeks before the examination. 0000001728 00000 n Go through these formula notes and attempt the questions on gradeup to analyze your preparations for examination. f M. b Z. Bridge and Suspension-Cable Formulas 249 Shear Strength Design for Bridges / 249 Allowable-Stress Design for Bridge Columns / 250 shear: a v 2 3 fv = (rectangular cross section only) section properties for a rectangular cross section: . bending: fb. ��(Z��(�l���`���8�$ H�;��Ϙ@���@*5o���N2�����)J�8P)��� shear: a v 2 3 fv = (rectangular cross section only) section properties for a rectangular cross section: . 50% discount - Buy Mock Test series just INR 100/- � �v�v endstream endobj 112 0 obj 436 endobj 76 0 obj << /Type /Page /Parent 70 0 R /Resources << /Font << /F7 95 0 R /F17 77 0 R /F13 82 0 R /F16 81 0 R /F9 98 0 R /F8 84 0 R /F2 96 0 R >> /ProcSet [ /PDF /Text /ImageB ] >> /Contents [ 86 0 R 88 0 R 90 0 R 92 0 R 100 0 R 102 0 R 104 0 R 110 0 R ] /MediaBox [ 0 0 612 792 ] /CropBox [ 0 0 612 792 ] /Rotate 0 >> endobj 77 0 obj << /Type /Font /Subtype /Type1 /Name /F17 /Encoding 79 0 R /BaseFont /Helvetica-Bold >> endobj 78 0 obj << /Type /FontDescriptor /Ascent 1466 /CapHeight 1466 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549 549 500 576 494 713 823 549 274 276 310 768 667 500 444 333 564 549 500 549 612 500 500 1000 250 722 722 722 889 722 500 1000 444 444 333 333 549 494 500 722 167 500 333 333 556 556 500 250 333 444 1000 722 611 722 611 611 333 333 333 333 722 722 0 722 722 722 722 278 333 333 333 333 333 333 333 333 333 333 ] /Encoding /MacRomanEncoding /BaseFont /TimesNewRomanPSMT /FontDescriptor 83 0 R >> endobj 85 0 obj 762 endobj 86 0 obj << /Filter /LZWDecode /Length 85 0 R >> stream 0000009366 00000 n The attachment of non- structural elements is the responsibility of the architect or designer, unless specifically shown otherwise. 0000010229 00000 n Lecture -1 Internal Force on a System; Lecture -2 Internal Forces Acting on Typical Structural Members; Lecture -3 Axial Force, Shear Force and Bending Moment; Lecture -4 Sign Convention and Notations for Internal Forces; Lecture -5 Obtaining Internal Forces in a System: General Procedur 0000012409 00000 n Module-2 Analysis of Statically Determinate Structures. �DB4Z0#AP� �Dш�q 2E#)��r2��fS��@8.�P����j�I�QyP�u1��S�|�i7G��[email protected]Ú`�@/%"C�� trailer << /Size 113 /Info 73 0 R /Root 75 0 R /Prev 328951 /ID[<8b087aeb8ffdb86c23c3e59e9c16f85a><8b087aeb8ffdb86c23c3e59e9c16f85a>] >> startxref 0 %%EOF 75 0 obj << /Type /Catalog /Pages 71 0 R >> endobj 111 0 obj << /S 395 /Filter /FlateDecode /Length 112 0 R >> stream CONTENTS Preface xi Acknowledgments xiii How to Use This Book xv Chapter 1. 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