Question Determine the reaction R1 of the beam shown in figure below loaded with a concentrated load of 1600 KN and a load varying from zero to an intensity of 400 kN/m. | 1600 KN 400 Knym 3m Im 12m RI R2 O 1090 O 1900 O 2100 O None of the above

8-1. Determine the equations of the elastic curve for the beam using the \( x_{1} \) and \( x_{2} \) coordinates. Specify the slope at \( A \) and the maximum deflection. \( E I \) is constant. rrob. \( 8-1 \) 8-1. Determine the equations of the elastic curve for the beam using the x1​ and x2​ coordinates. Specify the slope at A and the maximum deflection. EI is constant. rrob. 8−1

The shaft is to be balanced by placing masses in correction planes L and R. Calculate the magnitude and orientations of the correction masses (see figure P15.7 for details). The shaft shown in Figure P15.7 is to be balanced by removing masses in the two correction planes L and R. The three masses are m_1 = 6 g, m_2 = 7 g, and m_3 = 5 g, The dimensions are a The shaft is to be balanced by placing masses in correction planes L and R. Calculate the magnitude and orientations of the correction masses (see figure P15.7 for details). The shaft shown in Figure P15.7 is to be balanced by removing masses in the two correction planes L and R. The three masses are m_1 = 6 g, m_2 = 7 g, and m_3 = 5 g, The dimensions are a = 25 mm, b = 300 mm, c = 600 mm, d = 150 mm, e = 75 mm, R_1 = 125 mm, R_2 = 150 mm, and R_3 = 100 mm. Calculate the magnitudes and orientations of the correction masses.

The uniform 100-kg beam is freely hinged about its upper end A and is initially at rest in the vertical position with θ = 0. Determine the initial angular acceleration α of the beam and the magnitude FA of the force supported by the pin at A due to the application of a force P = 300 N on the attached cable.

The properties of the timber cantilever beam ABC are 𝐼 = 60𝑖𝑛 4 and 𝐸 = 1.5𝑥106𝑝𝑠𝑖. Determine the displacement of the free end A and compute the displacement of joint B. (using Area moment method) apply 3 decimal places in all your solution. 200lb/ft

Draw the shear and moment diagrams for the compound beam using the graphical method. Label the diagrams accordingly Draw the shear and moment diagrams for the compound beam using the graphical method. Label diagrams accordingly.

Determine the reaction at A and draw the bending-moment diagram for the beam and loading shown. wo |A B L. Determine the reaction at A and draw the bending-moment diagram for the beam and loading shown. Wo A ВІ -L-