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- Draw shear force and bending moment diagrams. 10 lb 816 3º 12 lb (A) | 15 N 余文大早 林木 3m 2m 10N/m (B)Ax Find Ax Ax and Hy. 25+ B с A 204+ N 204+ M 2044L 2014 ↓ ↓ 50 lbs 50lbs ↓ 50165 12 F G # 204+ I 204+ K 2044 J ↓ ↓ 50lbs 50lbs 50lbs HyIdentify the equations that go with these concepts: Conservation of Energy (for conservative forces) b. Work-Energy Principle C. Force of gravity for an object near the surface of the Earth Force of gravity for an object far from the surface of the Earth d. T1+ V1 = T2+ V2 T1 + U1->2= T2 F = mg F= (GMm)/r^2
- The stress-strain diagram for a polyester resin is given in Figure 2. The rigid beam AC is supported by a strut AB and post CD, where both are made from this resin material. a) When beam AC is subjected to a load of P = 80 kN, determine the angle of tilt of the beam when the load is applied. Assume that the diameter of the strut is 40 mm and the diameter of the post is 80 mm. b) Determine the largest load P that can be applied to the beam before it ruptures. Assume that the diameter of the strut is 12 mm and the diameter of the post is 40 mm. c) Based on the value of P in (b), suggest one material that will not rupture if the applied load is 5P. Explain your answer mathematically.A 3.00 m long, 8.0 kg pole is attached to a wall by a hinge on its left side. A cable attached to the right end of the pole holds it horizontal. The cable attaches at a 55.0° angle. A 10.0 kg box hangs from the pole at a point 1.25 m from the right end of the pole. (see diagram) hinge. 55° 1,25m a) Write out the sum of the forces and sum of the torques equations. b) What will be the Tension on the cable? 10k₂ c) What will be the magnitude and direction of the force on the hinge?49 lll all a ۸:۳۰ م ۲ ۱۲ك. ب/ث © Test 3.pdf > F1 F2 a C F3 A BI d b F4 E B Consider the following values: - F5 a = 12 m; b = 10 m; c = 10 m; d = 8 m; F1 = 6 kN; F2 = 7 kN; F3 = 8 kN; F4 = 9 kN; F5 = 10 kN; a = 30°, e = 45° , B = 60° 1] What is the resultant moment of the five forces acting on the rod about point A? a) - 111.6 kN.m b) 112.6 kN.m e) - 184.6 kN.m d) - 109.6 kN.m e) - 104.1 kN.m ) None of them 2] What is the resultant moment of the five forces acting on the rod about point B? a) -95.8 kN.m b) 42.7 kN.m e) 80.9 kN.m d) 10.9 kN.m e) 51.8 kN.m f) None of them 3] What is the resultant moment of the five forces acting on the rod about point C? b) - 21.1 kN.m c) 17.4 kN.m d) - 16.5 kN.m a) 32.6 kN.m e) 15.6 kN.m f) None of them 4] What is the resultant moment of the five forces acting on the rod about point D? a) 37.6 kN.m b) 73.8 kN.m e) 71.6 kN.m d) 52.1 kN.m e) 21.1 kN.m f) None of them 5] What is the moment of the force F2 about point E? a) 90.7 kN.m b) - 88.1 kN.m e) 54.6…
- 1.5 m 1.0 m A B 3.3 m FIGURE P1.10 15 kN 12 kNA horizontal force acts on the object whose magnitude is described by the graph below. What is the total work done by this force as the object moves 3 m in displacement? FA 3N 2N 2m 3m X 3.5 J O 5.0 J O 6.5 J 9.0 JExam (Remotely Procto B Question 1.14 A pipe with a hollow circular cross-section, as shown in Figure Q1.14, is in torsion. The shear stress is maximum for a position p, measured from the centre of the cross section. p equals to Figure Ql.14 O a. r₁ O b. (r₁+r2)/2 0 с. 12 O d. shear stress is constant S
- Find the volume of the propane tank. Assume IPS units. The material is AISI Steel 1020.令l1。 9:08 A docs.google.com الاسم الثلاثي إجابتك Resolve the forces shown in the Figure * below to two components Fx and Fy F= 500 N F = 600 N 3 35 0.1 m F-0.2 m 0.3 m F= 800 N 0.4 m إضافة ملف إرسال عدم إرسال كلمات المرور عبر نماذج Go ogle مطلقا. تم إنشاء هذا النموذج داخل STU. الإبلاغ عن إساءة الاستخدام12