The beam shown in Figure (2) is subjected to a uniform live load of 2.4 kN/m,...
Up ompound beam is subjected to a uniform dead load of 200 lb/ft and a uniform live load of 150 lb/ft. ermine (a) the maximum negative moment these loads develop at A, and (b) the maximum positive Shear these loads develop at D. Assume B is a hinge. El = constant. S: Live loads may be placed on any segment on the beam to maximize a function. Also, take advantage of the influence lines. There is load no point A...
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...
PartA The compound beam shown in (Figure 1) is subjected to a uniform dead load of 300 lb/ft and a single live load of 2 k. Assume C is a fixed support, B is a pin, and A is a roller Determine the negative bending moment with the maximum magnitude created by these loads at C Express your answer using three significant figures (Mc)max(-) k ft Figure 1 of 1 Submit uest Answer Part B Determine the negative shear with...
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 3. A uniform load of intensity 12 kN/m and a concentrated load of magnitude 2.4 kN are supported by a beam ABC with overhang at one end (see Figure 3). Draw the shear-force and bending-moment diagrams for this beam. Also, determine the position of maximum moment with respect to point A. 12 kN/m 2.4 kN A С B -1.6 m -1.6 m -1.6 m
Question 3. A uniform load of intensity 12 kN/m and a concentrated load of magnitude 2.4 kN are supported by a beam ABC with overhang at one end (see Figure 3). Draw the shear- force and bending-moment diagrams for this beam. Also, determine the position of maximum moment with respect to point A. (20 marks) 12 kN/m 2.4 kN A С B ΟΙΟΙΟ -1.6 m 1.6 m - 1.6 m Figure 30
Q1. The beam supports a uniform dead load of 500 N/m and single live concentrated force of 3000 N. Determine (a) the maximum positive moment that can be developed at point C, and (b) the maximum positive shear that can be developed at point C. Assume the support at A is a pin and B is a roller. 1. The beam supports a uniform dead load of 500 N/m and single live concentrated force of 3000 N. Determine (a) the...
Question 3. A uniform load of intensity 12 kN/m and a concentrated load of magnitude 2.4 kN are supported by a beam ABC with overhang at one end (see Figure 3). Draw the shear-force and bending-moment diagrams for this beam. Also, determine the position of maximum moment with respect to point A. (20 marks) 12 kN/m 2.4 kN A C B -1.6 m -1.6 m -1.6 m I Figure 3
Question 3. A uniform load of intensity 12 kN/m and a concentrated load of magnitude 2.4 kN are supported by a beam ABC with overhang at one end (see Figure 3). Draw the shear- force and bending-moment diagrams for this beam. Also, determine the position of maximum moment with respect to point A. (20 marks) 12 kN/m 2.4 kN А C B -1.6 m 1.6 m *1.6 m Figure 3
4. (25 pt.) The beam subjected to a uniform distributed load as shown in Figure 4(a) has a triangular cross-section as shown in Figure 4(b). 1) (6 pt.) Determine mathematical descriptions of the shear force function V(x) and the moment function M(x). 2) (6 pt.) Draw the shear and moment diagrams for the beam. 3) (5 pt.) What is the maximum internal moment Mmar in the beam? Where on the beam does it occur? 4) (8 pt.) Determine the absolute...