C vdoc.pub_statics-and-strength-o X EGR 102 Book.pdf Google Gmail ×+ File C:/Users/baude/Downloads/Important%20Files/EGR%20254/vdoc.pub_statics-and-strength-of-materials.pdf Electronics, Cars, Fa... Pandora One - Liste... My TurboTaxⓇ - G... EasyBib: Free Biblio... Type here to search G= News Homebanking For the free end of the beam, point D, x = 9 m [Fig. 13.9(h)], we use Eqs. (13.2) and (13.4) to find the shear and bending moment. V₁ = 0 Mg = 0 Answer Answer PROBLEMS 13.1 and 13.2 For the simply supported beam shown, de- termine (a) the shear force for sections to the right of A, B, and C, and (b) the bending moment for sections at A, B, C, and D. 13.3 and 13.4 Determine (a) the shear force for sections to the right of A and B, and (b) the bending moment for sections at A, B, and C for the cantilever beam shown. 30 kN 20 kN 9 kip 4 ft- 4 kip 3 ft • B A • • B C 12 ft- D 2.6 m- 1.4 m- +1m+ . B PROB. 13.3 PROB. 13.1 20 kN 40 kN 10 kip 8 kip 1.4 m A • D B C 4.0 m PROB. 13.2 4 ft - 8 ft PROB. 13.4 C 13.5 For the beam with the overhang shown, determine (a) the shear force for sections to the right of A, B, and C, and (b) the bending moment for sections at A, C, and D and to the right of B. Shear Forces and Bending Moments in Beams 291 13.9 Determine (a) the shear force for sections to the right of A and B, and (b) the bending moment for sections at A, B, and C for the cantilever beam shown. A W CAD ? milConnect TAP 8:29 PM 3/11/2024 O + vdoc.pub_statics-and-strength-o X EGR 102 Book.pdf × + C Google Gmail File C:/Users/baude/Downloads/Important%20Files/EGR%20254/vdoc.pub_statics-and-strength-of-materials.pdf Electronics, Cars, Fa... Pandora One - Liste... My TurboTax® - G... EasyBib: Free Biblio... G= News Homebanking milConnect TAP Type here to search Shear Forces and Bending Moments in Beams 291 13.5 For the beam with the overhang shown, determine (a) the shear force for sections to the right of A, B, and C, and (b) the bending moment for sections at A, C, and D and to the right of B. 13.9 Determine (a) the shear force for sections to the right of A and B, and (b) the bending moment for sections at A, B, and C for the cantilever beam shown. 2.4 kip 3.6 kip D B C 8 ft 4 ft 4 ft PROB. 13.5 2 kip/ft 6 ft 9 ft. PROB. 13.9 10 kip C B 13.6 Determine (a) the shear force for sections to the right of A and B, and (b) the bending moment for sections to the right of A and at B for the cantilever beam shown. 13.10 For the cantilever beam shown, determine (a) the shear force for sections at B and to the right of C, and (b) the bending moment for sections at A, B, C, and D. . A 10 kN B 1.0 m 1.5 m 2.0 m 4 kN PROB. 13.6 30 kN 12 kN/m 1.2 m • . B C 2.0 m 13.7 For the beam with the overhang shown, determine (a) the shear force for sections to the right of A and B and to the left of C, and (b) the bending moment for sec- tions at A, B, and C. 15 kN 10 kN/m 4.0 m PROB. 13.10 13.5 SHEAR-FORCE AND BENDING-MOMENT A W CAD ? 8:29 PM 3/11/2024 O + vdoc.pub_statics-and-strength-ox EGR 102 Book.pdf ×+ File C:/Users/baude/Downloads/Important%20Files/EGR%20254/vdoc.pub_statics-and-strength-of-materials.pdf C Google Gmail Electronics, Cars, Fa... Pandora One - Liste... My TurboTaxⓇ - G... EasyBib: Free Biblio... B c+ PROBLEMS . Type here to search D 13.11 through 13.35 Sketch and label the shear-force dia- gram for the beam shown. 13.36 through 13.60 Sketch and label the bending moment diagram for the beam shown. 302 CHAPTER THIRTEEN 4000 lb 8000 lb 300 lb/ft • B 5 ft 11 ft PROB. 13.15 and PROB. 13.40 5.2 kN B A . 1.2 m 2.4 m 3.8 kN . C PROB. 13.16 and PROB. 13.41 30 kip 9 kip 3 ft A B C 4 ft 4 ft 4 ft 4 ft 12 kip O 777 6 ft 8 ft PROB. 13.14 and PROB. 13.39 3000 lb/ft 12 ft 22,500 lb GE News Homebanking milConnect TAP C D TTT 6 ft PROB. 13.21 and PROB. 13.46 16,000 lb D 8 ft 12 ft 2 PROB. 13.17 and PROB. 13.42 3 kip/ft 12 ft B B 12 ft 3000 lb/ft 8 ft D C PROB. 13.22 and PROB. 13.47 10 ft 1.2 kN 3.6 kN 1.2 kN/m AB -2 m 2 m 4 m 0000 1300000 13.40 A W CAD D ? 8:32 PM 3/11/2024 O + vdoc.pub_statics-and-strength-ox EGR 102 Book.pdf × + File C:/Users/baude/Downloads/Important%20Files/EGR%20254/vdoc.pub_statics-and-strength-of-materials.pdf C Google Gmail Electronics, Cars, Fa... Pandora One - Liste... Type here to search D My TurboTaxⓇ - G... EasyBib: Free Biblio... GE News Homebanking milConnect TAP 1611112 11 4 ft PROB. 13.25 and PROB. 13.50 4.0 m. PROB. 13.20 and PROB. 13.45 Shear Forces and Bending Moments in Beams 303 10 kip 24 kN/m 1.4 kip/ft 3 ft C B m 10 ft 4 ft PROB. 13.26 and PROB. 13.51 10 kN/m 0.8 m 2.4 m 0.6 mL 16 kN PROB. 13.27 and PROB. 13.52 28 kN/m 1B 3 m PROB. 13.28 and PROB. 13.53 -8 kip/ft BC -3ft 2 ft Uniform reaction -3 ft- PROB. 13.29 and PROB. 13.54 3 kip/ft D 6 m PROB. 13.32 and PROB. 13.57 12 ft 1.0 kip/ft PROB. 13.33 and PROB. 13.58 I B 60 kip 15 kip/ft CAR D -6 ft -6 ft 3ft PROB. 13.34 and PROB. 13.59 150 kN/m 50 kN/m -6 m 1.5 m PROB. 13.35 and PROB. 13.60 D 13.61 to 13.63 For the given shear-force diagram, sketch and label the beam-loading diagram and the bend- ing-moment diagram. 8 ft 14 ft 6 ft A W CAD ? 8:33 PM 3/11/2024 O + C vdoc.pub_statics-and-strength-ox Google Gmail EGR 102 Book.pdf × + File C:/Users/baude/Downloads/Important%20Files/EGR%20254/vdoc.pub_statics-and-strength-of-materials.pdf Electronics, Cars, Fa... Pandora One - Liste... My TurboTaxⓇ - G... EasyBib: Free Biblio... GE News Homebanking milConnect TAP 12 ft ་ Type here to search 0.8 m 2.4 m 0.6 mL 16 kN PROB. 13.27 and PROB. 13.52 28 kN/m B -3 m 3 m PROB. 13.28 and PROB. 13.53 -8 kip/ft BC 3 ft 2 ft 3 ft- Uniform reaction PROB. 13.29 and PROB. 13.54 3 kip/ft A B -6 ft. 6 ft 90 kN/m PROB. 13.30 and PROB. 13.55 B D 90 kN/m 1.5 m -1.5 m PROB. 13.31 and PROB. 13.56 PROB. 13.33 and PROB. 13.58 6 ft 60 kip 15 kip/ft CAT D B -6 ft 3ft PROB. 13.34 and PROB. 13.59 150 kN/m 50 kN/m -6 m 1.5 m PROB. 13.35 and PROB. 13.60 D 13.61 to 13.63 For the given shear-force diagram, sketch and label the beam-loading diagram and the bend- ing-moment diagram. V (lb) 8 ft 0 -1250 5750 14 ft 6ft PROB. 13.61 -4750 304 CHAPTER THIRTEEN & A W CAD ? 8:35 PM 3/11/2024 O +/n INSTRUCTIONS Need to do 13.2, 6, 10, 12, 22, 28, 38 & 56 questions Provide detailed typed solution for this work