Q8. Determine the Max Positive RA, Max Positive RE due to a moving concentrated load of...
The Beam shown will be subjected to a concentrated live load of 100kN, a uniformly distributed live load of 50kN/m and a uniformly distributed dead load of 20kN/m. 45.) determine the maximum reaction at B 46.) determine the maximum positive shear at C 47.) determine the maximum negative moment at B The beam shown will be subjected to a concentrated live load of 100 KN, a uniformly distributed live load of 50 kN/m and a uniformly distributed dead load of...
6b. For the beam shown (Type II), using IL diagrams, find at C (i) Maximum negative moment; and (ii) Maximum positive shear, due to concentrated Live Load of 100 kN and an uniformly distributed moving load of 50 kN/m. Dead load is 20 kN/m. (15) -2m- 4m 4 m-
For the beam shown in Fig. 9.5(a), determine the maximum positive and negative shears and the maximum positive and negative bending moments at point due to a concentrated live load of 90 kN, a uniformly distributed live load of 40 kN/m, and a uniformly distributed dead load of 20 kN/m. А B с 3 m - 3 m 6 m (a) cm | قمة | А с D B D A B -2 (e) Influence Line for Mc (kN-m/kN) (b)...
Using muller principle, draw a 5 m 6 m a) sShear & bending moment at point C b) Determine the maximum positive and negative shears and the maximum positive and negative bending moments at point C due to (i) concentrated live load of 150 kN (ii) uniformly distributed live load of 50 kN/m, and (iii) the uniformly distributed live load of 50 kN/m with 4 m length
Select the lightest W shape to support a uniformly distributed load of 80 kN/m and concentrated loads of 26kN located 4.5 m from the end of the beam. The beam is 16 m, Deflection is not to exceed span/280.
8. The cantilever beam in Figure Q8 subjects to concentrated loading. The cross section geometry gives the second moment of area / 100 x 10 m. The longitudinal geometry of the beam: a 2 m, b 1 m. The material of the beam: Young's modulus E 200 GPa. The loading: concentrated force P 10 KN. (a) Determine the reactions to the beam at the fixed end. (b) Determine the rotation angle at point x-a (c) (Determine the deflection at the...
With a U cross section, is subjected to uniformly distributed force 11 kN/m and a concentrated load of 12 kN as shown. (a) the reaction at supports A and B, (b) sketch the shear diagram and the moment diagram, (c) determine the location of neutral axis of the cross section and calculate its area moment of inertia about the neutral axis, and (d) determine absolute maximum bending stress and (e) absolute maximum transverse shear stress.
A uniformly distributed load and two concentrated loads are applied to a beam as shown. Find the maximum bending moment for the beam P-10 kN P2 - 10 KN 4-2 kN/m (A) 0.0 Nm (B) 2 EN (C) 50 kNm (D) 75 kNm As shown in the following illustration, a wire connects the middle of the two links. What is most nearly the tension in the wire? 600 N/m wire 60 cm 75 cm (A) 200 N (B) 270 N...
Please solve number 2. 2. The beam shown in Figure 1 is used...upport a dead load of 500 kN/m, and concentrated live load of 10 KN. Determine the 2.1 the maximum positive (upward) reaction at B, 2.2 the maximum positive shear at C, and 2.3 the maximum positive moment at D. 3. Determine the maximum positive shear and moment at point C due to series of concentrated moving loads shown in the Figure below. ESTAURATION ELEUCO2K5k4k DLOU bent SOSO SEBEUS...
Question 1 (30 points) Hinge Hinge Draw the influence lines for A) reaction moment at G b) shear and bending moment at E c) Determine the maximum positive and negative shears and the maximum positive and negative bending moments at point E due to (i concentrated live load of 160 kN, (ii) uniformly distributed live load of 28 kN/m with 2 m length