Determine the maximum safe value ression
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- Refer to the beam loaded as shown. (a)What is the Value of horizontal reaction at the fixed support?(b)What is the value of resulting couple at A?For the beam shown, determine the support reactions. EI is constant.Use the force method. I have a correct answer, it is: VA = 21 kN (↑); HA = 6.50 kN (←); VB = 21 kN (↑); HB = 6.50 kN (←). To the left); B (right). I don't know how to get to this result, please show me how to get there step by stepA cantilever beam is 4m long with a EI = 20MNm^2. It has a point load of P=1kN at the free end and a u.d.l of q = 300N/m along its entire length. what is the reaction at A? what is the moment at A? Calculate the following at the free end slope and deflection
- F=30 kN single load, M=34 kN.m moment and w=10 kN/m distributed load are acting on the beam whose loading condition is given in the figure. Point B is located just to the right of the application point of force F and moment M. The length L is also given as L=5 m. According to this;Question1-A) Find the support response (Dy) at point D. (Write your result in kN.)Question1-B) Find the support response (Ay) at point A. (Write your result in kN.)Question1-C) Find the shear force (VB) at point B. (Write your result in kN.)from the figure shown a cantilever beam is subjected to the given loads a. determine the resultant of the force system if p=120kNb. determine the location of the resultant from point Oc. Determine the resultant of the force system if P=80kNA downward load of Q = 33 kN is applied to rigid bar ABD as shown in the sketch. Axial member CDE is subjected to a downward load of P = 27 kN at joint E plus a force at joint D from the rigid bar. The axial member has an elastic modulus of E = 69 GPa and a cross-sectional area of A1 = A2 = 145 mm2. Assume that a = 390 mm, b = 220 mm, c = 630 mm, and d = 490 mm. Determine the vertical displacement of joint E. Draw a free body diagram of rigid bar ABD, and determine the magnitude of the vertical reaction force at pin D.Answer:D = kN
- where, bf1= 260 bf2 = 120 tf = 25 tw = 16 d1 = 160 d2 = 110 1. Calculate the location of the neutral axis from the bottom of the beam in mm. 2. Compute for the moment of inertia in 1x10^6 mm^4. 3. What is the value of in kN/m, considering flexural stress in tension? 4. What is the value of in kN/m, considering flexural stress in compression? 5. What is the statical moment of area (Q) in 1x10^3 mm^3 ? Use three decimal places. 6. What is the value of in kN/m, considering shear stress at the welded section? 7. What is the safest value of in kN/m? Use three decimal places.The following beam has a self weight (dead load) of 150 lb/ft and is subjected to a uniform live load of 300 lb/ft and a concentrated load (point load) of 1500 lb. Determine the magnitude of the maximum vertical reaction by the loads at roller A. Submit your answer in pounds, lb.To determine the reaction forces at supports on a horizontal beam by using the equations of equilibrium for a static application. As shown, beam ABC is supported by the roller at A and pin at C. The geometry of the beam is given by a=4.5a=4.5 ftft, b=6.5b=6.5 ftft, and c=10.0c=10.0 ftft. The applied forces are F1=1.40F1=1.40 kipkip and F2=2.00F2=2.00 kipkip. Force F1F1 is applied at an angle θ=60∘θ=60∘ with the horizontal. Neglect the weight of the beam.(Figure 1) 1. Determine the vertical reaction at A. 2. Determine the horizontal component of the pin reaction at C. 3. Determine the vertical component of the pin reaction at C.
- Two steel pipe columns (E=200,000 MPa,A1=2000mm2,A2=1800mm2)support a rigid beam AC that has a 3.6m overhang BC. The beam supports a linearly varying load of maximum intensity w=75K/nm as shownin the figure.Neglect the weight of the beam AC, and assume that the beam is supported on the two columns such that it transmits load to each column as an axial load.Determine the vertical displacementat end C of the beam, in column 1at A and column 2at B. Answer in mm.Question 1) F=20 kN single load, M=23 kN.m moment and w=19 kN/m distributed load are acting on the beam whose loading condition is given in the figure . The length L is also given as L=5 m . The cross-sectional properties of the beam are; body height y g =248 mm , body thickness x g =12 mm , flange width x f = 196 mm , flange height y f = 20 mm . Point E on the section is located just below the flange-body junction. It is desired to determine the stress state in the section taken from the C level of the beam. According to this; Question1-A ) Find the normal force (N C ) at point C. ( Write your result in kN .) Question1-B ) Find the shear force (V C ) at point C. ( Write your result in kN .) Question1-C ) Find the bending moment ( MC) at point C. ( Write your result in kN.m. )A downward load of Q = 33 kN is applied to rigid bar ABD as shown in the sketch. Axial member CDE is subjected to a downward load of P = 27 kN at joint E plus a force at joint D from the rigid bar. The axial member has an elastic modulus of E = 69 GPa and a cross-sectional area of A1 = A2 = 145 mm2. Assume that a = 390 mm, b = 220 mm, c = 630 mm, and d = 490 mm. Determine the vertical displacement of joint E. Determine the internal force and the change in length of section (1) of axial member CDE. Tension and elongation are positive. Compression is negative.Answer:F1 = kNδ1 = mm