Q. A simply supported beam of span 6 m. Three concentrated load of 10 kN, 20 kN and 30 kN are acting at 2 m, 3 m and 5 m respectively from left hand support. Draw SFD and BMD.

Q. A simply supported beam of span 6 m. Three concentrated load of 10 kN, 20 kN and 30 kN are acting at 2 m, 3 m and 5 m respectively from left hand support. Draw SFD and BMD. SOLUTION: Total load = 10 + 20 + 30 = 60kN To find the reactions Taking … Read more

Q.Simply supported beam of span 8m carries three point loads of 10KN, 20 kN and 10 kN are placed at a distance of 2m, 4m and 6 m from the LHS. Draw SFD and BMD.

Q.Simply supported beam of span 8m carries three point loads of 10KN, 20 kN and 10 kN are placed at a distance of 2m, 4m and 6 m from the LHS. Draw SFD and BMD. SOLUTION: Total load = 10 + 20 + 10 = 40 KN As the given loading is symmetrical RA=RB= 40/2 … Read more

Q.A simply supported beam of span 6 m. It is carrying 2 kN, 4 kN and 6 kN at 1 m, 3 m and 5 m from the LHS. Calculate the reactions.

Q.A simply supported beam of span 6 m. It is carrying 2 kN, 4 kN and 6 kN at 1 m, 3 m and 5 m from the LHS. Calculate the reactions. SOLUTION: To find reactions Total load = 2 + 4 + 6= 12 kN Taking moments about A RB×6=2×1+4×3+6×5 = 2+12+ 30 = … Read more

Q. Draw shear force and bending moment diagrams of simply supported beam loaded as shown in figure.

Q. Draw shear force and bending moment diagrams of simply supported beam loaded as shown in figure.   SOLUTION: Total load 15+10= 25 kN To find the reactions Taking moments about A RB×6 = 15×2 + 10×4 =70 RB = 70/6=11.67KN RA = 25 – 11.67 = 13.33 SFD (SHEAR FORCE DIAGRAM) F{A}= 13,33kN (same … Read more

Q. A simply supported beam of span 3 m carries two point load of 15 kN and 10 kN are acting at distances of 1 m and 2 m from left hand support. Draw SFD and BMD. Find max S.F and max В.М and indicate where it occurs.

Q. A simply supported beam of span 3 m carries two point load of 15 kN and 10 kN are acting at distances of 1 m and 2 m from left hand support. Draw SFD and BMD. Find max S.F and max В.М and indicate where it occurs. SOLUTION: To find reactions Total load= 15 … Read more

Q. A simply supported beam of span 3 m carries two point loads of each 10 kN acting at a distances of 1 m and 2 m respectively from left hand support. Draw S.F.D and B.M.D.

Q. A simply supported beam of span 3 m carries two point loads of each 10 kN acting at a distances of 1 m and 2 m respectively from left hand support. Draw S.F.D and B.M.D. SOLUTION: FIRST TO FIND THE REACTIONS Total load = 10 + 10 = 20kN As the load is symmetrical … Read more

Q. Calculate the support reactions for the beam given below

Q. Calculate the support reactions for the beam given below SOLUTION: Total load = 10 + 15 = 25kN FIRST To find reactions Taking moments about A RB × 5 = 10 × 3 + 15 × 4 = 90 RB = 90/5 = 18kN RA =Total load – RB = 25 – 18 = … Read more

Q. A simply supported beam of span 7 m, carries a concentrated load of 70 kN at a distance of 3 m from right support. Draw S.F and BM diagrams.

Q. A simply supported beam of span 7 m, carries a concentrated load of 70 kN at a distance of 3 m from right support. Draw S.F and BM diagrams. SOLUTION: Total load= 70kN Taking moments about A RB × 7 = 70 × 4 RB = (70 × 4)/7 = 40kN RA = Total … Read more

Q. A simply supported beam of span 4 m carries a point load of 10 kN at a distance of 1 m from left hand support, Draw SFD. and B.MD.

Q. A simply supported beam of span 4 m carries a point load of 10 kN at a distance of 1 m from left hand support, Draw SFD. and B.MD. SOLUTION: First To find reactions As the load is unsymmetrical the reactions are not equal. The load applied is nearer to support A and hence … Read more

Q. A simply supported beam of 8 m long has a point load of 10 kN at its centre. Determine the reactions of supports and maximum bending moment.

Q. A simply supported beam of 8 m long has a point load of 10 kN at its centre. Determine the reactions of supports and maximum bending moment. SOLUTION: The loading given on the simply supported beam is symmetrica Hence R{A} = R{B} = 10/2 = 5kN BMD (BENDING MOMENT DIAGRAM ) M{A} = M{B} … Read more