6.1 A beam of length 10 m is symmetrically placed on two supports 7 m apart. The loading is 15 kN/m between the supports and 20 kN at each end. What is the central deflection of the beam? E = 210 GN/m²; I = 200 × 10-6 m². [6.8 mm]

Also Find depth and width of the beam & Find K if you know flixibility of spring f=0.125cm/kN.

Give me right solution according to the question. Urgent please

2. Consider the given beam below. Determine the following: a. Vertical reaction at the hinge support (KN) b. Horizontal reaction at the hinge support (KN) c. Reaction at the roller support (KN)

Compute vertical displacement of E if: 100 kips acts dowmward at A A unit force acts down at E

CHAPTER 4: *FROM ....TL F 2014 The load is 80 kN supported by the four 304 stess steel wires that are connected to the rigid members AB and DC. Determine the vertical displacement of the load if the members were horizontal before the load was applied. Each 4m H C {E= 18.7 Gpa } wire has a cross-sectional area of (50 mm'. Sm 5 kN 4.5m *Delerm

Situation 1: The 300-1b force is to be resolved into components along lines a-a' and b-b'. P 300 lb b 60⁰ a' 1. Determine the angle a knowing that the component along line a-a' is 240-lb. 2. What is the corresponding value of the component along b-b'?

Determine FEMAD of the beam with uniform distributed load of 70 kN/m, 7 meters from the left fixed support then up to 1 meter away from the right fixed support. L = 10 m O 16.67 4 O 74.% Ⓒ614.67

Ans. P = 9.212 kN 3. A square aluminum bar is to support a load of 40 kN on a length of 3 m. Assuming pinned ends, determine the length of each side. Ans. 50 mm 4. Repeat problem 3 assuming that the column is made of wood for which E =

QS: The forces FI-6 kN, F2- 5 KN. and F3 8 KN as shown in the Figure below, all of which act on poim A of the hracket, are specified in three different ways. Determine the x and y scalar components of cach of the three forces. 5 KN 7. AN F SAN