Problem 6.1P: Determine the internal force system acting on section 1 by analyzing the FBD of (a) segment AD; and... Problem 6.2P: Determine the internal force system acting on section 1 by analyzing the FBD of (a) segment AD; and... Problem 6.3P: Determine the internal force system acting on section 1 by analyzing the FBD of (a) segment AD; and... Problem 6.4P: Find the internal force systems acting on sections 1 and 2. Problem 6.5P: Find the internal force systems acting on sections 1 and 2. Problem 6.6P: Find the internal force systems acting on sections 1 and 2. Problem 6.7P: The three identical cantilever beams carry vertical loads that are distributed in a different... Problem 6.8P: Determine the internal force systems acting on sections 1 and 2 of the semicircular bar. Problem 6.9P: For the structural component shown, determine the internal force systems acting on sections 1 and 2. Problem 6.10P: Compute the internal force system acting on section 1 of the beam. Problem 6.11P: Determine the internal force system acting on section 1 (just below D) of the pin-connected frame. Problem 6.12P: Determine the internal force systems acting on section 2 (just to the right of the 800-N load) of... Problem 6.13P: Determine the internal force systems acting on sections 1 and 2 for the pin connected frame. The... Problem 6.14P: Find the internal force system acting on section 3 for the pin-connected frame. Problem 6.15P: The structure is supported by a pin at C and a cable attached to A. The cable runs over the small... Problem 6.16P: The 1800lbin. couple is applied to member DEF of the pin-connected frame. Find the internal force... Problem 6.17P: A man of weight W climbs a ladder that has been placed on a frictionless horizontal surface. Find... Problem 6.18P: For the ladder in Prob. 6.17, find the internal force system acting on section 2, assuming that x <... Problem 6.19P: Determine the internal force system acting on section 1 of the three-pin frame. Problem 6.20P: The equation of the parabolic arch is y=(36x2)/6, where x and y are measured in feet. Compute the... Problem 6.21P: For the beam shown, derive the expressions for V and M, and draw the shear force and bending moment... Problem 6.22P: For the beam shown, derive the expressions for V and M, and draw the shear force and bending moment... Problem 6.23P: For the beam shown, derive the expressions for V and M, and draw the shear force and bending moment... Problem 6.24P: For the beam shown, derive the expressions for V and M, and draw the shear force and bending moment... Problem 6.25P: For the beam shown, derive the expressions for V and M, and draw the shear force and bending moment... Problem 6.26P: For the beam shown, derive the expressions for V and M, and draw the shear force and bending moment... Problem 6.27P: For the beam shown, derive the expressions for V and M, and draw the shear force and bending moment... Problem 6.28P: For the beam shown, derive the expressions for V and M, and draw the shear force and bending moment... Problem 6.29P: For the beam shown, derive the expressions for V and M, and draw the shear force and bending moment... Problem 6.30P: For the beam shown, derive the expressions for V and M, and draw the shear force and bending moment... Problem 6.31P: For the beam shown, derive the expressions for V and M, and draw the shear force and bending moment... Problem 6.32P: For the beam shown, derive the expressions for V and M, and draw the shear force and bending moment... Problem 6.33P: For the beam shown, derive the expressions for V and M, and draw the shear force and bending moment... Problem 6.34P: For the beam shown, derive the expressions for V and M, and draw the shear force and bending moment... Problem 6.35P: For the beam shown, derive the expressions for V and M, and draw the shear force and bending moment... Problem 6.36P: For the beam shown, derive the expressions for V and M, and draw the shear force and bending moment... Problem 6.37P: For the beam shown, derive the expressions for V and M, and draw the shear force and bending moment... Problem 6.38P: For the beam shown, derive the expressions for V and M, and draw the shear force and bending moment... Problem 6.39P: Derive the shear force and the bending moment as functions of the angle for the arch shown. Neglect... Problem 6.40P: Derive the shear force and the bending moment as functions of the angle for the arch shown. Neglect... Problem 6.41P: The 24-ft timber floor joist is designed to carry a uniformly distributed load. Because only 16-ft... Problem 6.42P: For the beam AB shown in Cases 1 and 2, derive and plot expressions for the shear force and bending... Problem 6.43P: Construct the shear force and bending moment diagrams for the beam shown by the area method. Neglect... Problem 6.44P: Construct the shear force and bending moment diagrams for the beam shown by the area method. Neglect... Problem 6.45P: Construct the shear force and bending moment diagrams for the beam shown by the area method. Neglect... Problem 6.46P: Construct the shear force and bending moment diagrams for the beam shown by the area method. Neglect... Problem 6.47P: Construct the shear force and bending moment diagrams for the beam shown by the area method. Neglect... Problem 6.48P: Construct the shear force and bending moment diagrams for the beam shown by the area method. Neglect... Problem 6.49P: Construct the shear force and bending moment diagrams for the beam shown by the area method. Neglect... Problem 6.50P: Construct the shear force and bending moment diagrams for the beam shown by the area method. Neglect... Problem 6.51P: Construct the shear force and bending moment diagrams for the beam shown by the area method. Neglect... Problem 6.52P: Construct the shear force and bending moment diagrams for the beam shown by the area method. Neglect... Problem 6.53P: Construct the shear force and bending moment diagrams for the beam shown by the area method. Neglect... Problem 6.54P: Construct the shear force and bending moment diagrams for the beam shown by the area method. Neglect... Problem 6.55P: Construct the shear force and bending moment diagrams for the beam shown by the area method. Neglect... Problem 6.56P: Construct the shear force and bending moment diagrams for the beam shown by the area method. Neglect... Problem 6.57P: Draw the load and the bending moment diagrams that correspond to the given shear force diagram.... Problem 6.58P: Draw the load and the bending moment diagrams that correspond to the given shear force diagram.... Problem 6.59P: Draw the load and the bending moment diagrams that correspond to the given shear force diagram.... Problem 6.60P: Draw the load and the bending moment diagrams that correspond to the given shear force diagram.... Problem 6.61P: Draw the load and the bending moment diagrams that correspond to the given shear force diagram.... Problem 6.62P: Show that the tension acting at a point in a parabolic cable varies with the xy-coordinates of the... Problem 6.63P: The cable of the suspension bridge spans L=140m with a sag H=20m. The cable supports a uniformly... Problem 6.64P: The two main cables of the Akashi Kaikyo suspension bridge in Japan have a span L=1990m and a sag... Problem 6.65P: Cable AB supports the uniformly distributed load of 4 kN/m. If the slope of the cable at A is zero,... Problem 6.66P: A uniform 80-ft pipe that weighs 960 lb is supported entirely by a cable AB of negligible weight.... Problem 6.67P: The cable AB supports a uniformly distributed load of 12 lb/ft. Determine the angles A and B, and... Problem 6.68P: The string attached to the kite weighs 0.4 oz/ft. If the tension in the string is 2.8 lb at O and... Problem 6.69P: Show that the tension acting at a point in a catenary cable varies with the y-coordinate 0f the... Problem 6.70P: A uniform cable weighing 16 N/m is suspended from points A and B. The force in the cable at B is... Problem 6.71P: The tensions in the cable at points O and B are TO=1200N and TB=1800N. Determine the weight W of the... Problem 6.72P: The cable AOB weighs 24 N/m. Determine the sag H and the maximum tension in the cable. Problem 6.73P: The cable of mass 1.8 kg/m is attached to a rigid support at A and passes over a smooth pulley at B.... Problem 6.74P: One end of cable AB is fixed, whereas the other end passes over a smooth pulley at B. If the mass of... Problem 6.75P: The end of a water hose weighing 0.5 lb/ft is pulled with a 40-lb force that is inclined at 14 to... Problem 6.76P: The 50-ft measuring tape weighs 2.4 lb. Compute the span L of the tape to four significant figures. Problem 6.77P: The cable AOB weighs 5.2 N/m. When the horizontal 30-N force is applied to the roller support at B,... Problem 6.78P: The chain OA is 25 ft long and weighs 5 lb/ft. Find the maximum force in the chain and the distance... Problem 6.79P: The 110-lb traffic light is suspended from two identical cables AB and BC, each weighing 0.80 lb/ft.... Problem 6.80P: The cable carrying 60-lb loads at B and C is held in the position shown by the horizontal force P =... Problem 6.81P: The cable ABCD is held in the position shown by the horizontal force P. Determine P, h, and the... Problem 6.82P: Find the forces in the three cable segments and the angles 1,2, and 3. Problem 6.83P: The cable carrying three 400-lb loads has a sag at C of hC=14ft. Calculate the force in each segment... Problem 6.84P: The cable supports three 400-lb loads as shown. If the maximum allowable tension in the cable is 900... Problem 6.85P: Cable ABC of length 5 m supports the force W at B. Determine (a) the angles 1 and 2; and (b) the... Problem 6.86P: When the 12-kN load and the unknown force P are applied, the cable assumes the configuration shown.... Problem 6.87P: The cable is loaded by an 80-lb vertical force at C and a horizonal force P at B. Determine P. Problem 6.88P: The 15-m-long cable supports the loads W1 and W2 as shown. Find the ratio W1/W2 for which the... Problem 6.89P: The cable of length 15 m supports the forces W1=W2=W3 at B and C. (a) Derive the simultaneous... Problem 6.90P: The 14-kN weight is suspended from a small pulley that is free to roll on the cable. The length of... Problem 6.91P: For the cable ABCD determine (a) the angles 2 and 3; (b) the force in each segment; and (c) the span... format_list_bulleted