They concluded that the number of dovetails and the type of adhesive affected

diagonal tension strength.

(4) Place the staples for the

diagonal tension wire.

Observation of seismic damage to URM piers, as well as laboratory experimental tests, showed that masonry piers subjected to in-plane loading may exhibit two typical types of behavior: flexural and shear deformations, and corresponding possible failure modes appear such as rocking,

diagonal tension, diagonal stepped cracking, toe compression, and bed-joint sliding [4-6].

This can be attributed to the fact that the response of these beams is mainly governed by

diagonal tension failure.

2b) the flexural cracking is extended more vertically in the center region and

diagonal tension cracks are developed as the beam curvature is increased.

The results of experiments show that the shear failure of reinforced concrete (RC) slender beams without stirrups is always governed by

diagonal tension failure mode rather than compression failure mode.

Chapters are arranged in a manner compatible with the design procedure of actual structures and cover properties of reinforced concrete, flexural analysis of reinforced concrete beams, flexural design of reinforced concrete beams, alternative design methods, deflection and control of cracking, development length of reinforcing bars, shear and

diagonal tension, one-way slabs, axially loaded columns, members in compression and bending, slender columns, footings, retaining walls, design for torsion, continuous beams and frames, design for two-way slabs, stairs, prestressed concrete, and seismic design of reinforced concrete structures.

Designated by a producer of crane systems, the system will apply tensing forces to the frame via ropes affixed to the ground, along with two

diagonal tension cables for addded stability.

The historical zeppelins of crane systems, the system will apply tensing forces to the frame via ropes affixed to the ground, along with two

diagonal tension cables for added stability.

As for reference specimen H40-RCA30 as shown in Figure 8, initial lateral crack occurred at the central part at 2.12 tonf of load, and at load 3.57 tonf, crack occurred at

diagonal tension bar.

The failure may be designated as

diagonal tension failure.

Keywords: compressive strength, reinforced concrete, cracking, shear strength, slender beam, dowel action,

diagonal tension.