Calcule el desplazamiento lineal en el punto medio de la viga. yel giro en el apoyo 1 w + 2 2

A 300 mm thick footing slab supports a 300 mm thick concrete wall carrying uniform service dead load of 214.31 kN/m and service live load of 145.94 kN/m. The base of the wall footing slab is 1.2 m from the ground surface. Design parameters are as follows: Vsoil = 16 kN/m³, yconcl = 24 kN/m³, qa = 215.46 kPa, f'c = 27 MPa and fy = 420 MPa. %3D 1. Calculate the net allowable bearing capacity of soil in kPa. A. 192.17 В. 189.06 С. 117.32 D. 176.26 2. Calculate the minimum required width of the wall footing slab. А. 1.9 m В. 2.0 m С. 1.8 m D. 1.7 m 3. Calculate the maximum ultimate moment (kN·m) in the slab if the width of the footing slab is 2.1 m. А. 82.64 В. 94.63 С. 128.80 D. 111.32 4. Calculate the required center to center spacing of 16 mm bars for flexure if the maximum factored moment in the slab is 75 kN·m. А. 150 mm В. 180 mm С. 210 mm D. NOTA 5. Calculate the ultimate beam shear stress on the footing slab if the footing slab is 2.1 m wide. А. 1.25 MPa В. 0.74 MPa С. 0.87 MPa D.…

Encontrar las reacciones de la siguiente estructura. Ver imagen

Please enlighten me on how they get those values that I encircled in a red pen and I also attached the solution. Thank you so much! I'll vote (thumbs up) for your answer.

Please make it fast  104. Wie wird die Kapazität von Parkhäusern berechnet?

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Need some help with figuring out diagram a

Un hombre empuja la caja de 60 lb con una fuerza F. La fuerza siempre está dirigida hacia abajo 30° con respecto a la horizontal como se muestra, y su magnitud es incrementada hasta que la caja empieza a deslizarse. Determine la aceleración inicial de la caja si el coeficiente de fricción cinética es uk = 0.8.

5 Determine the distribution of bending moment in the frame shown in Fig. P.16.16. Ans. MB =7 wl145, Mc=8 wĽ’145. Parabolic distribution on AB, linear on BC and CD.

HELLO PLEASE HELP, WITH COMPLETE SOLUTION. PLEASE DO NOT MAKE IT COMPLICATED THANK YOUU! 4 DECIMAL PLACESS