The following picture represents a bridge comprised by a continuous horizontal beam AB that has been stiffened by means of a set of pin joined bars. The structure is loaded on the right half of the beam by a distributed load of value w. Please notice that the only element that withstands bending moments is the beam AB All bars and beams sections are square solid 0,2m*0,1m, made of wood E=10 GPa, and max tension/compression=45 MPa.. At the end you are requested to upload thesheet with all your calculations together with the ID Consider: a=5m, b=2m, w=300Kg/m Please answer to the following questions a. Order of Hyperstaticity DoH=[ b. Draw the Bending moment diagram in the beam AB highlighting value at the middle BM= c. Calculate Tension Compression loads in all the bars: Register here numerical value of load in the vertical bar Ncd= N d. Assess potential buckling in the bars] e. Horizontal displacement of point B deltab= f. Vertical displacement of points C and D deltac= , deltad={deltad g. Assess detail location of the whole structure that would fail first (and mode of failure) in case load w increases, assuming that all joints work perfectly W B A a b D a The following picture represents a bridge comprised by a continuous horizontal beam AB that has been stiffened by means of a set of pin joined bars. The structure is loaded on the right half of the beam by a distributed load of value w. Please notice that the only element that withstands bending moments is the beam AB All bars and beams sections are square solid 0,2m*0,1m, made of wood E=10 GPa, and max tension/compression=45 MPa.. At the end you are requested to upload thesheet with all your calculations together with the ID Consider: a=5m, b=2m, w=300Kg/m Please answer to the following questions a. Order of Hyperstaticity DoH=[ b. Draw the Bending moment diagram in the beam AB highlighting value at the middle BM= c. Calculate Tension Compression loads in all the bars: Register here numerical value of load in the vertical bar Ncd= N d. Assess potential buckling in the bars] e. Horizontal displacement of point B deltab= f. Vertical displacement of points C and D deltac= , deltad={deltad g. Assess detail location of the whole structure that would fail first (and mode of failure) in case load w increases, assuming that all joints work perfectly W B A a b D a The following picture represents a bridge comprised by a continuous horizontal beam AB that has been stiffened by means of a set of pin joined bars. The structure is loaded on the right half of the beam by a distributed load of value w. Please notice that the only element that withstands bending moments is the beam AB All bars and beams sections are square solid 0,2m*0,1m, made of wood E=10 GPa, and max tension/compression=45 MPa.. At the end you are requested to upload thesheet with all your calculations together with the ID Consider: a=5m, b=2m, w=300Kg/m Please answer to the following questions a. Order of Hyperstaticity DoH=[ b. Draw the Bending moment diagram in the beam AB highlighting value at the middle BM= c. Calculate Tension Compression loads in all the bars: Register here numerical value of load in the vertical bar Ncd= N d. Assess potential buckling in the bars] e. Horizontal displacement of point B deltab= f. Vertical displacement of points C and D deltac= , deltad={deltad g. Assess detail location of the whole structure that would fail first (and mode of failure) in case load w increases, assuming that all joints work perfectly W B A a b D a The following picture represents a bridge comprised by a continuous horizontal beam AB that has been stiffened by means of a set of pin joined bars. The structure is loaded on the right half of the beam by a distributed load of value w. Please notice that the only element that withstands bending moments is the beam AB All bars and beams sections are square solid 0,2m*0,1m, made of wood E=10 GPa, and max tension/compression=45 MPa.. At the end you are requested to upload thesheet with all your calculations together with the ID Consider: a=5m, b=2m, w=300Kg/m Please answer to the following questions a. Order of Hyperstaticity DoH=[ b. Draw the Bending moment diagram in the beam AB highlighting value at the middle BM= c. Calculate Tension Compression loads in all the bars: Register here numerical value of load in the vertical bar Ncd= N d. Assess potential buckling in the bars] e. Horizontal displacement of point B deltab= f. Vertical displacement of points C and D deltac= , deltad={deltad g. Assess detail location of the whole structure that would fail first (and mode of failure) in case load w increases, assuming that all joints work perfectly W B A a b D a