Experimental Investigation on Web Crippling Property of High-Strength Cold-Formed (HSCF) Rectangular Steel Tube

Figure 6

Load-displacement curves of specimens with different bearing plate width. (a) RE100 × 500 − EOF. (b) RE100 × 500 − ETF. (c) RE100 × 800 − IOF. (d) RE100 × 800 − ITF. (e) RE150 × 500 − EOF. (f) RE150 × 500 − ETF. (g) RE200 × 500 − EOF. (h) RE200 × 500 − ETF. (i) RE150 × 800 − IOF. (j) RE150 × 800 − ITF. (k) RE200 × 800 − IOF. (l) RE200×800 − ITF.

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