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| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | BEAM DESIGN FORMULAS WITH SHEAR AND MOMENT DIAGRAMS <\/td>\n<\/tr>\n | ||||||
| 2<\/td>\n | Copyright <\/td>\n<\/tr>\n | ||||||
| 3<\/td>\n | Introduction List of Figures <\/td>\n<\/tr>\n | ||||||
| 4<\/td>\n | Simple Beam Figure 1 Simple Beam \u2013 Uniformly Distributed Load Figure 2 Simple Beam \u2013 Uniform Load Partially Distributed <\/td>\n<\/tr>\n | ||||||
| 5<\/td>\n | Figure 3 Simple Beam \u2013 Uniform Load Partially Distributed at One End Figure 4 Simple Beam \u2013 Uniform Load Partially Distributed at Each End <\/td>\n<\/tr>\n | ||||||
| 6<\/td>\n | Figure 5 Simple Beam \u2013 Load Increasing Uniformly to One End Figure 6 Simple Beam \u2013 Load Increasing Uniformly to Center <\/td>\n<\/tr>\n | ||||||
| 7<\/td>\n | Figure 7 Simple Beam \u2013 Concentrated Load at Center Figure 8 Simple Beam \u2013 Concentrated Load at Any Point <\/td>\n<\/tr>\n | ||||||
| 8<\/td>\n | Figure 9 Simple Beam \u2013 Two Equal Concentrated Loads Symmetrically Placed Figure 10 Simple Beam \u2013 Two Equal Concentrated Loads Unsymmetrically Placed <\/td>\n<\/tr>\n | ||||||
| 9<\/td>\n | Figure 11 Simple Beam \u2013 Two Unequal Concentrated Loads Unsymmetrically Placed Cantilever Beam Figure 12 Cantilever Beam \u2013 Uniformly Distributed Load <\/td>\n<\/tr>\n | ||||||
| 10<\/td>\n | Figure 13 Cantilever Beam \u2013 Concentrated Load at Free End Figure 14 Cantilever Beam \u2013 Concentrated Load at Any Point <\/td>\n<\/tr>\n | ||||||
| 11<\/td>\n | Beam Fixed at One End, Supported at Other Figure 15 Beam Fixed at One End, Supported at Other \u2013 Uniformly Distributed Load Figure 16 Beam Fixed at One End, Supported at Other \u2013 Concentrated Load at Center <\/td>\n<\/tr>\n | ||||||
| 12<\/td>\n | Figure 17 Beam Fixed at One End, Supported at Other \u2013 Concentrated Load at Any Point Beam Overhanging One Support Figure 18 Beam Overhanging One Support \u2013 Uniformly Distributed Load <\/td>\n<\/tr>\n | ||||||
| 13<\/td>\n | Figure 19 Beam Overhanging One Support \u2013 Uniformly Distributed Load on Overhang Figure 20 Beam Overhanging One Support \u2013 Concentrated Load at End of Overhang <\/td>\n<\/tr>\n | ||||||
| 14<\/td>\n | Figure 21 Beam Overhanging One Support \u2013 Concentrated Load at Any Point Between Supports Beam Overhanging Both Supports Figure 22 Beam Overhanging Both Supports \u2013 Unequal Overhangs \u2013 Uniformly Distributed Load <\/td>\n<\/tr>\n | ||||||
| 15<\/td>\n | Beam Fixed at Both Ends Figure 23 Beam Fixed at Both Ends \u2013 Uniformly Distributed Load Figure 24 Beam Fixed at Both Ends \u2013 Concentrated Load at Center <\/td>\n<\/tr>\n | ||||||
| 16<\/td>\n | Figure 25 Beam Fixed at Both Ends \u2013 Concentrated Load at Any Point Continuous Beam Figure 26 Continuous Beam \u2013 Two Equal Spans \u2013 Uniform Load on One Span <\/td>\n<\/tr>\n | ||||||
| 17<\/td>\n | Figure 27 Continuous Beam \u2013 Two Equal Spans \u2013 Concentrated Load at Center of One Span Figure 28 Continuous Beam \u2013 Two Equal Spans \u2013 Concentrated Load at Any Point <\/td>\n<\/tr>\n | ||||||
| 18<\/td>\n | Figure 29 Continuous Beam \u2013 Two Equal Spans \u2013 Uniformly Distributed Load Figure 30 Continuous Beam \u2013 Two Equal Spans \u2013 Two Equal Concentrated Loads Symmetrically Placed <\/td>\n<\/tr>\n | ||||||
| 19<\/td>\n | Figure 31 Continuous Beam \u2013 Two Unequal Spans \u2013 Uniformly Distributed Load Figure 32 Continuous Beam \u2013 Two Unequal Spans \u2013 Concentrated Load on Each Span Symmetrically Placed <\/td>\n<\/tr>\n | ||||||
| 20<\/td>\n | Contact Information <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" DA 6 – Beam Design Formulas with Shear and Moment Diagrams<\/b><\/p>\n |