Loads P = 849 N and Q = 498 N act on an oak beam. Determine the magnitude of the largest shear force (consider both positive and negative values) in the beam. Let a = 0.3 m and b = 0.9 m.

Six toy blocks are glued together to form a beam that supports a shear force of 151 N. Each block has dimensions a = 12 mm and b = 36 mm. Determine the horizontal shear stress in the glue between blocks (5) and (6).

Six toy blocks are glued together to form a beam that supports a shear force of 210 N. Each block has dimensions a = 14 mm and b = 42 mm. Determine the horizontal shear stress in the glue between blocks (1) and (2).

Loads P = 752 N and Q = 400 N act on an oak beam. Determine the magnitude of the largest shear force (consider both positive and negative values) in the beam. Let a = 0.4 m and b = 0.8 m.

A 182-lb person stands on an oak beam. Determine the vertical reaction force at the left end of the beam. Let a = 69 in. and b = 21 in.

Three 25-lb boxes are placed on an oak beam. Determine the vertical reaction force at the right end of the beam. Let a = 60 in. and b = 30 in.

Three toy blocks are glued together to form a beam that supports a vertical shear force of 139 N. Each block has dimensions a = 15 mm and b = 45 mm. Determine the horizontal shear stress in the glue between blocks (1) and (2). The moment of inertia around the horizontal centroidal axis of the beam is 1,354,219 mm4.

Two toy blocks are stacked to form a tee-shape. Each block has dimensions a = 25 mm and b = 75 mm. Determine the moment of inertia about the horizontal centroidal axis for the shape which is located 62.50 mm above the table.

Five toy blocks are glued together to form a beam that supports a shear force of 81 N. Each block has dimensions a = 17 mm and b = 51 mm. Determine the maximum horizontal shear stress in the beam.

Three toy blocks are glued together to form a beam that supports a vertical shear force of 138 N. Each block has dimensions a = 9 mm and b = 27 mm. Determine the horizontal shear stress in the glue between blocks (1) and (2). The moment of inertia around the horizontal centroidal axis of the beam is 175,507 mm4.